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32C-058 (12) 155 PLEASANT ST- FORMER 129 N'TON LODGE BP-2017-0923 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32C -058 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-2017-0923 Project JS-2017-000249 Est.Cost: $162500.00 Fee:$1141.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: HAMPSHIRE FIRE PROTECTION LLC 105360 Lot Size(sq. ft.): 50529.60 Owner: CHICOPEE KENDALL, LLC Zoning: CB1100)/ Applicant: HAMPSHIRE FIRE PROTECTION LLC AT: 155 PLEASANT ST - FORMER 129 N'TON LODGE Applicant Address: Phone: Insurance: 507 SOUTHAMPTON RD (413) 642-3287 WC WESTFIELDMA01085 ISSUED ON:2/6/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALLATION OF FIRE SPRINKLE SYSTEM PER HFP DRAWING FPI-4 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. Certificate of Occupancy Signature: FeeTvpe: Date Paid: Amount: Building 2/6.2017 0:00:00 $1141.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck-Building Commissioner File#BP-2017-0923 APPLICANT/CONTACT PERSON HAMPSHIRE FIRE PROTECTION LLC ADDRESS/PHONE 507 SOUTHAMPTON RD WESTFIELD (413)642-3287 PROPERTY LOCATION 155 PLEASANT ST-FORMER 129 N'TON LODGE MAP 32C PARCEL 058 001 ZONE CB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 111 Building Permit Filled out +++((( Fee Paid Typeof Construction: INSTALLATION SPRINKLE SYSTEM PER HFP DRAWING FPI-4 New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 105360 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO_RMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:¢ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance' Received& Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Del. . a 3 - / '7 Signa ure of Buildi g Offic . Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. Hampshire Fire Protection LLC Getter of Transmittal Hampshire Fire Protection LLC Date: 2/3/17 507 Southampton Rd Westfield,MA 01085 Tele: (413)642-3287 Fax: (413)642-3792 Job Number: 0292CMA Job Name: HAP-Live 155 Northampton,MA Send to: Northampton Building Dept. Attention: Transmitted via: ❑US Mail ❑ UPS ❑FedEx ❑Next Day ®Hand ❑ Via separate cover ❑Electronic: The following items: ❑ Shop drawings ❑Prints ❑ Calculations ❑Change Order LI Samples ❑ Specifications ❑Copy of letter ❑Eq.Submittal ❑ Quantity Date Description 1/19/17 Permit Drawings—FPI -4 1/19/17 Hydraulic Calculations-Areas I-5 &Standpipe 8/3/16 Fire Protection Narrative Copy of Contractors License WC Insurance Affidavit 2/3/17 Permit Application 2/3/17 Permit Fee Check -$1,141.00 Transmitted for: ®Approval ❑Your use ❑As requested ❑Review&comment ® Permit ❑ Record ❑Coordination ❑ Quotation Notes: Thank you! Copy to: William J. Rhodes President If enclosures are not as noted,kindly notify us at once / / Version!.7 Commercial Building Permit May 15,2000 v Department use only w\\ Ity of Northampton Status of Permit: i� Building Department Curb Cut/Driveway Permit - < 0j 212 Main Street Sewer/Septic Availability �( Room 100 Water/Well Availability � ,-: Northampton, MA 01060 Two Sets of Structural Plans � phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,O- D: OLISh4 Y BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING \ I ;\ a,�V SECTION 1 -SITE INFORMATION r `f rVVV,'rr/1 1.1 Property Address: This section to be compl: e6 by office j5< pi g/{SAtoi ST Map Lot Unit Itg.(IDr,_I 1 1{ °0 / nil;fl Zone Overlay District Y0. r Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: CIUtc,ort.e LUNDAw LLC % 14.A. r ; Zt3C Name(Print) Current Mailing Address: S22., @1AIN -Sr SpC ric Rte U ,Thi Oitoc Signature Telephone 2.2 Authorized Anent: 1-EAt";.psttiVa Fee PPortz;lca (Je 507 SeterdanyrTO'-%I2J l&cTTP% -0,7144 Name(Print) Current M iling Address. e.t.a 3Z 3L87 Signature It /(L-c J W .a Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant t Building (a)Building Permit Fee 42/di L`/ R , 2. Electrical (b) Estimated Total Cost of / Construction from(6) 3. Plumbing Building Permit Fee 4 Mechanical ((\AC) S. Fire Protection ] t"Z. 5-00 `- 6. Total=(1 +2+3+4+5) Check Number /6 ,37 This Section For Official Use Only Building Permit Number Date Issued Signature. Building Commissioner/Inspector of Buildings Date Versionl.7 Commercial Building Permit May IS,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs 0 Demolition Repairs 0 Additions 0 Accessory Building 0 Exterior Alteration 0 Existing Ground Sign 0 New Signs❑ Roofing 0 Change of Use❑ Other 0 Brief Description Enter a brief description here. Of Proposed Work: -fp ctau,ATlea of Sc. $p�,Nir-lu SysreM rer 4FY dent•.;r� F'l 4 JAW 11$/il SECTION 5-USE GROUP AND CONSTRUCTION TYPE 1 USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 0 A-2 0 A-3 ❑ 1A I ❑ 1 A-4 ❑ A-5 0 1B 0 B Business <J 2A 0 E Educational 0 2B I ❑ F Factory 0 F-1 ❑ F-2 ❑ 2C 0 H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 0 3B 0 M Mercantile R 4 0 R Residential 11 R-1 0 R-2 DI R-3 ❑ 5A ❑ S Storage aT S-i Br S-2 0 5B 0 U Utility ❑ Specify: M Mixed Use ❑ Specify. S Special Use ❑ Specify. COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group. Proposed Use Group. Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1'r 2nd 2 a 3f° 3rd 4th Orn Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Waterpply(M.G.L.c.40,§54) 7.1 Flood Zone Information: / 7.3 Sewage Disposal System: Public Private Di Zone Outside Flood Zone Municipal ❑ On site disposal system Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: Rear Building Height Bldg. Square Footage "o Open Space Footage (Lot area minus bldg&paved parking) N of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Findin ver been issued for/on the site? NO 0 DON'T KNOW YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW Of YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO LV IF.YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading. excavation, or filling)over 1 acre or is it part of a common plan that will disturb aver 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: MfectoCS Not Applicable 0 Name(Registrant): I C �_ / A� -2 � Yl(rc Si" Sjj j 3z-fa Cam bri ///A O y'Z Registration Number rI Address f(7-1(2I Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): P�Ur�Ct CNGL 30331 EN✓ ITZCSOV Clb f tic- Name Area of Responsibility (R� ii4. NL &;4a , MA 02,35G Address Registration Number see-230-024o Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor l A�ac Osr+iRe" RIZtS fCQYEy-tYiUU LLL Not Applicable 0 Company Name: bat //9 Yid rT 14400 44017✓'I ff Responsible In Charge of Construction 50? $a , -Da CJ tJESTmEtp #11)# 0i0v.:SS SG _ /Os'3(e0 Address) /1 lr✓eGl l) t �(l3Cs -7 Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner ['C« f'�,/J Date I, Evil's VA f eAQr7E6 44 4pH sIRe ' IOT 40 tit as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed untie t pains and penal s of perjury z' J .(- l3dliAM. C. gi-too.s Print Name)diltt e .2.41/ Signatu of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder 6je-C'rL /U l,.Ut1AL C S License Number 13 P leccsk yvt °ter Cara_+ kj , AIR 04033 Address Expiration Date Signature Telephone SECTION 13-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 b (ding permit. Signed Affidavit Attached Yes No 0 • City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A Address of the work: /54 Pwwsans'r &- The debris will be transported by: ' '• C. The debris will be received by: Building permit number: Name of Permit Applicant Date Signature of Permit Applicant The Commonwealth of Massachusetts t� __ t Department of Industrial Accidents PE -]V Office of Investigations .7 =1t _ �I= p 1 Congress Sweet, Suite 100 '.=tib-`- Boston, MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information y^/. I Please Print Legibly Name (Business/Organization/Individual): '—�'4y 11)541112tt TIC, r I'Okc IJ9l:) Ut Address: •- • L. /e - _• l i D _e City/State/Zip: / )6. qtr _lIV7A DI�R� Phone #: ./s 4yz3737 Are you an employer? Check the appropriate box: Type of project(required): I.Fa 1 am a employer with iy 4. ❑ I am a general contractor and I employees (full and/or part-time).' have hired the sub-contractors 6. �. New construction fisted on the attached sheet. 7. ❑ Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have g, ❑ Demolition workingfor me in anycapacity. employees and have workers P tX t 9. ❑ Building addition [No workers' comp. insurance comp. insuranez required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box 141 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 affidavit indicating such. :Contactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contactors have employees.they must provide their workers'comp.policy number. l am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. �^ r,� Insurance Company Name: Iy1 A, y . oicRe Policy#or Self-ins. Tic. #: WMZ- ger-9004'874/ - 2017A Expiration Date: /////f- Job Site Address: GIVI /CS - JSP P/'e{f sgnf cSi. City/State/Zip: 4,+iethol itj ,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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify dr he pains and tlollies of perjury that the information provided above is true and correct Signature: NV w / Of Date: 2/317 Phone#: 9i&- (Qyz. 37Y' rJ Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Aco CERTIFICATE OF LIABILITY INSURANCE DAT `MM"D"""1 kra/- 12/22/2016 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 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 CWOiNTACT Renee Skillings THE ROWLEY AGENCY INC. PHONE E sao.EaUi (603)224-2562 ( ,No1:FAX 16031224-8012 95 constitution AvenueAD0RE55:rakillings@rowleyagency.con P.O. Box 511 INSURER(S)AFFORDING COVERAGE NAILa Concord NH 03302-0511 INSURER A Watford Specialty ins Co 15829 INSURED INSURER 13 Allmari CB Financial Benefits 41890 Hampshire Fire Protection, LLC INSURER CPerkleYAssurance Co. 39962 507 Southampton Rd. INSURER A.LM. Mutual 33758 INSURERE Hanover Insurance Co. 22292 Westfield MA 01085 INSURERF: COVERAGES CERTIFICATE NUMBER:17-18 Master 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 ADDLSUBRI POLICY EFF POLICY EXP ID LTR TYPE OF INSURANCE NSI) WVO' POLICY NUMBER IIMMODM'YYI IMMNDMYYII LIMITS ' X COMMERCIAL GENERAL LIABILITY ' i EACH OCCURRENCE $ 1,000,000 'DAMAGE TO RENTED A CLAIMS-MADE X OCCUR I PREMISES(Ea occurrence) $ 100,000 Contractual per CG0001 I BSCGL000B000 i 1/1/2017 1/1/2018 MED EXPIAny one person) $ _- 5,000 i X $2,000 BI/PD Ded-OCC PERSONAL P.ADV INJURY $_. 1,000,000 GEHL AGGREGATE LIMIT APPLIES PER: 'GENERAL AGGREGATE $ 2,000,000 POLICYX PE� LOC PRODUCTS-COMP/OP AGG $ 3,000,000 _... _ — OTHER I $ •AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 �uLffiV B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED r—Ii SCHEDULED My 9412142 05 1/1/2017 1/1/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS 'T —ti NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS fPeLa¢iden0 X UMBRELLA LIAR XI OCCUR EACH OCCURRENCE $ 5,000,000 L, _ EXCESSLIAe CAIMS-MAOEI VUMairnio21 1/1/2017 1/1/2018 AGGREGATE I$ 5,000,000 DEO RETENTIONS $ WORKERS COMPENSATION i I X I PER DTH- AND EMPLOYERS'LIABILITY y)Ni I$?9?LITE ER • ONY PROPRIETOR/PARTNEEXECUTIVE I 3A STATES: MA/CT I EL EACH ACCIDENT I$ 1,000,000 W OFFICER/MEMBER EXCLUDED, NIN/Ai D (MDEyandatory in NH) Z-800-8006079-201'IA 1/1/2011 1/1/2018 EL DISEASE•EAEMPLOYEEi$ 1,000,000 SCRIPTIONOF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,000 E LEASED/RENTED EQUIPMENT i RMV 9412114 05 1/1/2017 1/1/2018 LIMIT 50,000 INSTALLATION FLOATER LIMIT 50,000 DESCRIPTION OF OPERATIONS I 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 For Permit purposes only THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �,//J� /� � /l C Holman, CPCD, CIC/R 2�t -X74%$OlAzs/CH__, ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 MIAMI Commonwealth of Massachusetts Department of Public Safety • License: SC-105360 Sprinkler Contractor WILLIAM J RHODES 87 NORTHRIDGE WESTFIELD MA Of M-M Expiration. Commissioner 06/10/2018 • BER nL$ILOINC {.NCINfl INc. R[,oucc[s. INC. Commonwealth of Massachusetts State Building Code 780 CMR, 8t' Edition Chapter 9 • Fire Protection Systems 780 CMR — 903.1.1 Narrative Report 155 LIVE — Northampton, MA BER #15166 August 3, 2016 lP Of Mqg.. 1B OF Mgss9 `WC,y ppp CZ se. MARC P. to STEVE�NA ELEC PLANT AL MECHANICAL a 1\V EL A 0,�. Is "71080 4 s O CJI TEP Q. EP / � FSSION �E � � Prepared By: Ian Curran-Fire Protection Dan Carroll,PE-Fire Alarm n 66 Main street ( North Easton,Massachusetts 02356 { T508230.0260 F 508.230.0265 I BER/@BERcnginecring.can 780 CMR 903.1.1 Narrative Report 155 Live—Northampton,MA/HER#15166 August 3,2016 Page 1 780 CMR 903.1.1 — Narrative Report (I.a) BASIS—METHODOLOGY OF DESIGN Section 1 Building Description A) Building"Use" Group: Offices (Group B);Retail (Group M); Residential Apartments (Group R-2); Storage&Mechanical (Group S-1). B) Total Arca of Building: 58,019 square feet. C) Building Height: 48' — I1". D) Number of Floors Above Grade: Four(4). E) Number of Floors Below Grade: Zero (0). F) Square Footage per Floor: First Floor— 14,192 square feet; Second Floor— 14,609 square feet; Third Floor— 14,609 square feet; Fourth Floor— 14,609 square feet. G) Type(s) of Occupancies (Hazards) within the Building: Group B (Offices); Group M (Retail); Group R-2 (Residential Apartments); Group S-1 (Storage & Mechanical). H) Type(s)of Construction: VA I) Hazardous Material Usage and Storage: N/A J) High Storage(over 12 feet) of Commodities within Building: K) Site Access Arrangement for Emergency Response Vehicles: Truck access via Pleasant Street. Fire hydrant located at corner or Randolph and Pleasant Street. Fire Department connection located near front door facing Pleasant Street. Section 2—Applicable Laws,Regulations and Standards A) 780 CMR Massachusetts State Building Code-80 Edition. B) Applicable NFPA Standards and Edition used for design of each specific Fire Protection System (unless otherwise indicated, shall be the latest codes and standards accepted by The Commonwealth of Massachusetts). 1. NFPA 1 —"Uniform Fire Code" 2. NFPA 10 —"Portable Fire Extinguishers" 3. NFPA 13 —"Installation of Sprinkler Systems" 4. NFPA 14 —"Installation of Standpipe and Hose Systems" 5. NFPA 24 —"Private Water Service Mains" 6. NFPA 25 —"Inspection and Testing of Water Based Fire Protection Systems" 66 Main Street I North Easton,Massachusetts 02356 T 508230.0260 I F 5082300265 I 6ERLRER-engincenogunm P32015_AII projects\I 5166 155 LIVE\Correspondence\Narrative Report(FP FA Systems)August 03 2016 doc 780 CMR 903 1,1 Narrative Report 155 Live—Northampton,MA/BER#I5166 August 3,2016 Page 2 7. NFPA 30 —"Flammable and Combustible Liquids Code" 8. NFPA 54 —"National Fuel Gas Code" 9. NFPA 70 —"National Electrical Code" 10. NFPA 72 —"National Fire Alarm Code" II.NFPA 90A —"Installation of Air Conditioning and Ventilation Systems" 12. NFPA 101 —"Life Safety Code" C) Massachusetts General Law Chapter 148"Fire Prevention" D) Northampton Fire Department Fire Alarm Order 93-1; local bylaws and ordinances E) 521 CMR"Architectural Access Board" F) 524 CMR Board of Elevator Regulations G) 527 CMR"Board of Fire Prevention Regulations"including 527 CMR Ch 12 "MA Electric Code". II) ADA(Americans with Disabilities Act) I) Federal Laws J) OSHA K) UL 555S—Smoke Dampers and Combination Fire Smoke Dampers L) ASTM E 84—Test Methods for Surface Burning Characteristics of Building Materials M) ASTM E 119—Test Methods for Fire Tests of Building Construction and Materials N) ASME A 17.1 —Safety Codes for Elevators and Escalators Section 3—Design Responsibility for Fire Protection Systems A) Building Engineering Resources(BER), Professional Engineers,has fully engineered, designed (complete layout and calculations) and specified the Fire Protection Systems to be installed. BER will review the Installing Contractor's shop drawings. The PE is considered the engineer of record and certifies system installation for code compliance at completion. B) The Northampton Fire Department shall review and approve final shop drawings before installation for code compliance at completion. 66 Main Street I North Easton,Massachusetts 02356 I T 508 230 0260 I F 508.230.0265 I BERrQrBER-enginecringcum P'.)2015 All projects\15166 155 LIVE Correspondence1Narsauve Report(FP FA Systems)August 03 2016 doc 780 CMR 903.1.1 Narrative Report 155 Live—Northampton,MA/BER#15166 August 3,2016 Page 3 Section 4—Fire Protection Systems To Be Installed FIRE SUPPRESSION A) The Fire Suppression System water service shall be fed from a 4"tap from an existing service main in Pleasant Street. There will be one main 4"double check valve assembly at the fire services entrance into the building. The latest flow test data available is 130 PSI static with 122 PSI residual while flowing at 1222 GPM. 1. Fire Department inlet connections shall be provided near the front door facing Pleasant Street for boosting pressure to the entire system. Each location is located within 100 feet of a hydrant and is equipped with check valves and ball drips. Nameplate on the fire department connection shall be labeled"AUTO SPKLR STANDPIPE". B) Sprinkler Systems shall provide 100%coverage as follows: I. Apartments and other areas protected by residential sprinkler heads shall meet the requirements of NFPA 13, residential design. The design density shall be a minimum of 0.10 GPM per square feet and meet the Manufacturer's minimum listed design criteria for the specific sprinkler head specified. The design area shall include the hydraulically most remote four(4)contiguous sprinkler heads regardless of the fire compartment boundaries. 2. Offices, open areas, conference rooms, lobbies,toilet rooms, and similar occupancies shall meet the requirements of Light Hazard Occupancy with a density of 0.10 GPM per square feet over the hydraulically most remote 1,500 square feet. 3. Laundries, service areas, and similar occupancies shall meet the requirements of Ordinary Hazard Group 1 Occupancy with a density of 0.15 GPM per square feet over the hydraulically most remote 1,500 square feet. 4. General storage rooms, multi-tenant residential storage rooms, future retail areas and similar occupancies shall meet the requirements of Ordinary Hazard Group 2 Occupancy with a density of 0.20 GPM per square feet over the hydraulically most remote 1,500 square feet. C) Standpipe risers shall be sized to provide 100 psi while flowing at 250 GPM at the two (2) most remote outlets on the most remote standpipe riser. An additional 250 GPM shall be added at the most remote outlet of each additional riser. The calculation shall be based on the fire department pumping fire department connection at 150 PSI static, 140 PSI residual at the required now. FIRE ALARM A) An addressable Fire Alarm System shall be provided for initiation device monitoring and evacuation signal initiation. The fire alarm control panel shall obtain backup power via internal batteries with 24 hours of capacity and be connected to the life safety branch of the installed emergency/standby diesel generator. 66 Main Street North Easton,Massachusetts 02356 1 T 508.230 0260 F 508,230,0265 HER@BER.engineering.cum P:\2015_AII projects)}5166 155 LIVEVCorrespondenceANarrative Report(PP FA Systems)August 03 20I 6_doc 780 CMR 903.1.1 Narrative Report 155 Live—Northampton, MA/BER#15166 August 3,2016 Page 4 1. Initiation Devices shall include: a. Manual pull stations shall be provided at each egress and upper floor. b. Sprinkler flow and tamper switches. e. Smoke and heat detectors located in accordance with NFPA requirements. Detectors shall be analog addressable to provide means of alarm verification and define maintenance cycles. d. Analog addressable duct smoke detectors located in accordance with NFPA requirements. Provide addressable control modules for interface with the HVAC equipment for automated shutdown. e. The building shall be provided with 100% smoke detector coverage for the egress paths(corridors and stairwells). 2. Alarm notification shall be via horn/strobe units in compliance with ADA requirements for strobe illumination levels. Strobe shall be synchronized. 3. Wiring methods for all fire alarm initiation and notification circuits shall be Type MC where concealed and EMT where exposed interior. MC shall be listed for fire alarm service and identified as fire alarm service by red spray and painted couplings and junction box covers. B) The Fire Alarm System shall be interconnected with the Security System to unlock all stairwell doors upon an alarm signal. C) Fire department notification shall be via digital dialer. A signal shall be forwarded to Security for both system trouble and alarm. D) Elevators shall be provided with Fire Service in accordance with 524 CMR"Elevator Regulations". 1. Elevator recall shall be initiated by elevator lobby smoke detection. The elevator shall be returned to level "0"upon detection of smoke in any lobby other than level "0" in the elevator machine room. The elevator shall be returned to the level upon detection of smoke in level "0". 2. All elevators shall be powered from the life safety branch of the emergency generator. The generator shall have the capacity to operate only one(1) elevator at any one time. 3. Elevator status shall he provided at the Fire Alarm Control Panel. Section 5—Features Used in the Design Methodology A) Building occupant notification is automatic via horn/strobe units installed in accordance with NFPA and ADA requirements. All evacuation zones shall be simultaneously notified. 66 Mem Street I North Easton,Massachusetts 02356 7508230.0260 F 508.230.0263 I BER(rii,BER-engineering.cm1 P\201S_AII protects\15166 155 LIVE\Correspondence`Narrative Report(FP FA Systems)August 03 2016 doe 780 CMR 903.1.1 Narrative Report 155 Live—Northampton,MA/BER 815166 August 3,2016 Page 5 B) Future fire alarm testing, maintenance of systems and documentation shall be per NFPA-72. The Electrical Contractor shall provide a one-year maintenance contract on the Fire Alarm System for the duration of the warranty period. The Contractor shall provide code mandated testing and documentation on a quarterly basis as required by written regulation in NFPA-72. Section 6—Special Consideration and Description A) This project does not deviate from the prescriptive code requirements included in the referenced Laws,Regulations or Standards. (I.b) SEQUENCE OF OPERATION Section 1 FIRE SUPPRESSION A) Wet Pipe Sprinkler System: Heat produced from a fire melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s)to open. 1. Fusible links are rated as follows: a. Quick Response Heads: 135°F b. Standard Response Heads: 165°F c. Intermediate Response Heads: 212°F Water from the water filled pipe is discharged immediately from the sprinkler head(s)to control the fire. The fire department may connect to the fire department connection(s)and pump additional water to supplement the system. Sprinkler System water flow alarms activate upon system flow and indicate to the fire alarm control panel an alarm condition. The sprinkler(s)continue to flow water until manually shut off. B) Wet Pipe Standpipe System: Fire Department manually opens a fire department hose valve(s). Water from the water filled pipe is discharged immediately from the fire department hose valve(s). The fire department may connect to the fire department connection(s)and pump additional water to supplement the system. Sprinkler System water flow alarms activate upon system flow and indicate to the fire alarm control panel an alarm condition. The fire department hose valve(s) continue to flow water until manually shut off. FIRE ALARM A) The operation of a manual station or activation of any automatic alarm initiating device (smoke, heat,water flow) shall automatically: 1. Sound all audible devices throughout the building in a synchronized code 3 temporal pattern. 2. Flash all visual signals throughout the building in a synchronized fashion. 66 Main Street I North Easton,Massachusetts 02356 1 'I 508130.0260 F 508.2300265 I RERORER-engineering.c n P:\2015_AII projeUA15166 155 LI V E\Correspondence\Narrativc Report(FP FA Systems)August 03 2016 doe 780 CMR 903.1.1 Narrative Report 155 Live—Northampton,MA/BER 015166 August 3,2016 Page 6 3. Flash an alarm LED and sound an audible signal at the fire alarm control panel. Upon Acknowledge, the alarm LED shall light steadily and the audible shall silence. Subsequent alarms shall re-initiate this sequence. 4. Initiate the transmission of an alarm to the Municipal Fire Station via the auto dialer. 5. Visually indicate the alarm initiating device type and location via the LCD display located at the fire alarm control panel. 6. Visually annunciate on all system annunciators the initiating device type and location. 7. Activate the outside weatherproof beacon. 8. Record the alarm in the event history log, and print a record of the alarm on the system printer where applicable. 9. Alarm by an elevator lobby smoke detector shall recall all elevators that serve the lobby to the ground floor. If the alarm initiates on the ground floor, return the elevator to the floor above or as directed by the local authority having jurisdiction. 10. Activate prioritized output relays to shut down affected supply and return air handlers, and initiate stairwell and elevator pressurization or smoke exhaust fans as required. 11. Operate prioritized outputs to release all magnetically held smoke doors and magnetically locked doors throughout the building. B) The operation of a sprinkler tamper, a duct smoke detector shall automatically: 1. Flash a supervisory LED and sound an audible signal at the fire alarm control panel. Upon Acknowledge, the supervisory LED shall light steadily and the audible shall silence. Subsequent supervisory shall re-initiate this sequence. 2. Visually indicate the supervisory initiating device type and location via the LCD display located at the fire alarm control panel. C) The report of a power failure, ground fault or open circuit shall automatically: 1. Flash a supervisory LED and sound an audible signal at the fire alarm control panel. Upon Acknowledgement,the trouble LED shall light steadily and the audible shall silence. Subsequent trouble shall re-initiate this sequence. 2. Visually indicate the supervisory initiating device type and location via the LCD display located at the fire alarm control panel. 66 Main Street I North Easton.Massachusetts 02356 7508230.0260 F 508.230.0265 I BERBER-engineeringrnn P32015_AII projects\15166 155 LIVE\Correspondence\Narrative Report(FP FA Systems)August 03 20I6.doc 780 CMR 903.1.1 Narrative Report 155 Live—Northampton,MA/EEA#15166 August 3,2016 Page 7 D) All major equipment added shall be identified with signage indicating location and unique operational and design features readily apparent and or delineated with additional signage affixed adjacent to the equipment. (1.c) TESTING CRITERIA Section 1 —Testing Criteria FIRE SUPPRESSION A) Final Acceptance Test 1. The Contractor shall notify the Owner's Representative a minimum of five (5)business days before the Final Acceptance tests are to be conducted to allow scheduling of observation if desired. 2. The Contractor shall notify the Authority Having Jurisdiction a minimum of five (5) business days before the Final Acceptance tests are to be conducted to allow scheduling of observation if desired. 3. The Fire Suppression System and associated equipment shall be tested in accordance with NFPA 13, 14 and 24, and provisions of 780 CMR. 4. The testing shall include but shall not be limited to the following: a. Receipt of complete and signed Contractor's material and test certificates b. Hydrostatic testing of all interior piping to 200 psi shall be conducted, which shall be maintained for two(2)hours without pressure loss. Pressure gauge shall be installed at the low elevation point in the system. c. The backflow preventor assembly shall be forward flow tested to ensure proper operation at maximum system demand. d. Flow test each water flow device and associated alarm interconnection to ensure an audible alarm is initiated within five 90 seconds of flow initiation and continues until flow stops. e. Flow test the standpipe at 250 GPM at the two (2) hydraulically most remote connections on the hydraulically most remote standpipe. f The main drain valves shall be opened and remain open until the system pressure stabilizes. Static and residual pressures shall be recorded on the Contractor's test certificate. 5. A written report shall be submitted detailing the results of all final testing including: a. A copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble,time stamped throughout the testing process. 66 Main Street 1 North Easton,Massachusetts 02356 T 508.230.0260 F 508130.0265 BER©BER-engineering cwt P12015_AII projectsV15166 155 LIVEVCorresponacnceANarrative Repon(FP FA Systems)August 03 2016Aec 780 CMR 903.1.1 Narrative Report 155 Live-Northampton,MA/BER NI5166 August 3,2016 Page 8 • b. Final System Acceptance in accordance with NFPA-72 and BER Engineers project requirements shall be formally documented utilizing a form similar to "Record of Completion"as included in Figure 4.5.2.1 of NFPA-72. FIRE ALARM A) Preliminary Tests 1. The Contractor shall notify the Owner's Representative 10 business days before the preliminary tests are to be conducted. 2. The Fire Alarm System and associated equipment shall be tested in accordance with NFPA 13, 14, and 72,and provisions of 780 CMR. 3. The Contractor shall perform insulation testing (megger), continuity and loop resistance checks on all system conductors to determine that the system is free from grounded, shorted, or open circuits. These tests shall be conducted prior to the installation of fire alarm equipment. Loop resistance measurement shall verify that the loop resistance does not exceed the Manufacturer's specified limits. Corrections shall be made and the system shall be retested to assure if deficiencies are found. 4. The Contractor and Fire Alarm System Manufacturer shall perform complete functional and operational performance tests. Testing shall include verification that the circuits and components are electrically supervised and operate as intended. 5. A written report shall be submitted detailing the results of all preliminary testing shall accompany the request for final acceptance test. The written preliminary test report shall be submitted with: a. Copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble,time stamped throughout the testing process. b. The Operations and Maintenance Manual for the system. c. The record (As-built) drawings. B) Final Acceptance Test 1. The Contractor shall notify the Owner's Representative a minimum of five(5)business days before the final acceptance tests are to be conducted to allow scheduling of observation if desired. 2. The Contractor shall notify the Authority Having Jurisdiction a minimum of five (5) business days before the final acceptance tests are to be conducted to allow scheduling of observation if desired. 66 Main Street I North Easton,Massachusetts 02356 I T 508.2300260 F 508.230.0265 1 BERQBER-engineering.can P 52015_AII projects16166 155 LIVEACorrespondenceANamtive Report(PP PA Systems)August 03 2016.doe 780 CMR 903.1.! Narrative Report • 155 live—Northampton, MA/BER#15166 August 3,2016 Page 9 3. The Fire Alarm System, other systems and equipment associated with the Fire Alarm System and accessory equipment shall he tested in accordance with NFPA-72. The listed tests in NFPA-72 Table 14.3.1 shall be conducted as well as Manufacturer and job specific procedures to verify that the circuits and components are electrically supervised and operate as intended. 4. The test shall include but shall not be limited to the following: a. Visual inspection of all wiring connections. b. Test of each function of the control panel. c. Test of each circuit in both trouble and normal modes. d. Tests of each alarm initiating device in both normal and trouble conditions. Open the circuits at each alarm-initiating device to test the wiring supervisory feature. e. Tests of each control circuit and device. f. Tests of each alarm notification appliance,in both. Open the circuit as each notification appliance to test the wiring supervisory feature. g. Provide copy of fire alarm control panel printer output verifying proper operation (alarm, trouble, etc.) for each device with time stamp enabled throughout the testing process. h. Tests of the primary and secondary power supplies and associated loss of each. i. Complete operational tests under emergency power supply. j. Ground fault monitoring circuit function. k. Measurement of sound pressure levels in all rooms of the protected space. 5. A written report shall be submitted detailing the results of all final testing including: a. Copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble, time stamped throughout the testing process. b. Final system acceptance in accordance with NFPA-72 and Building Engineering Resources'project requirements shall be formally documented utilizing a form similar to"Record of Completion" as included in Figure 10.18.2.1.1 of NFPA-72. Section 2—Equipment and Tools A) The Contractor shall provide all required tools and equipment necessary to perform full functional testing as outlined. As a minimum these items shall include: 1. NPFA Forms 2. Manufacturer's Instructions 3. Sequence of Operation 4. Smoke candles 5. Sound meters 6. Voltage Meters 7. Flow Measuring Devices 8. Gauges 9. Communication Radios 10. Printer or data transfer device for recording each fire alarm control panel event 66 Main Street I North Easton,Massachusetts 02356 1 T 508.230.0260 , P 508.230.0265 1 BER©BER-engineering-can P'2015_A11 pr ject915166 155 LIVE)Correspanden WNarrative Report(FP FA Systems)August 03 2016 doc 780 CMR 903.11 Narrative Report 155 Live—Northampton,MA/BER#15166 August 3,2016 Page 10 Section 3 —Approval Requirements A) The Contractor shall obtain written acceptance of the installed system from the Authority Having Jurisdiction prior to requesting a Certificate of Occupancy. B) The Contractor shall replace and/or repair each system or component of a system that fails to pass the Final Acceptance Test satisfactorily. Preliminary and Final Testing shall be rescheduled and testing shall be conducted until compliancy is fully demonstrated. The Contractor shall be liable for all additional charges as a result of retesting. C) Final certification shall be provided from the Contractors that the installation is in accordance with the contract documents and all applicable codes. The Engineer shall certify that the installation is in compliance with 527CMR 901.5.1 requirements. D) Operations Manuals and Record As-built drawings shall be submitted with any modifications as a resultant of changes that were dictated from the Final Testing process. E) The Owner shall provide an emergency contact list for use by the Authority Having Jurisdiction in the event of an emergency at the protected property. END OF NARRATIVE 66 Main Street I North Easton,Massachusetts 02356 7508.230.0260 1 F 5082300265 I BERRRHER-engineeringam P:\2015—AII pro]eetR15166 155 LIVE\Coraspondence6Tarrati a Report(FP FA Systems)August 03 2016doe dr.S7 MSN 1111 - - - Fire Protection by Computer Design HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield,MA 01085 413-642-3287 Job Name : 4 Residential Sprinklers 4th Floor Building Location 155 Pleasant Street System Area#1 Contract : 0292CMA Data File 4 HEAD CALC Area 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 4 Residential Sprinklers 4th Floor Date HYDRAULIC CALCULATIONS for Project name: Live 155 Location: 155 Pleasant Street Drawing no: Date: 1-19-17 Design Remote area number: Area#1 Remote area location: Fourth Floor Unit Occupancy classification: Light Hazard Density: .10-Gpm/SgFt Area of application: 4 Res.Sprk.-S1Ft Coverage per sprinkler. Varies-SqFt Type of sprinklers calculated: Reliable Residential Sprinklers No.of sprinklers calculated: 4 In-rack demand: N/A-GPM Hose streams: 100-GPM Total water required(including hose streams): 17072-GPM @ 75.84-Psi Type of system: Wet System Volume of dry orpreaction system: N/A-Gal Water supply information Date: 2-4-16 Location: Pleasant Street Source: Northampton city water system Name of contractor: Hampshire Fire Protection Address: 507 Southampton Road Westfield,MA. Phone number (413)642-3287 Name of designer: SAS Authority havingjurisdiction: Northampton Water Department Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C HAMPSHIRE FIRE PROTECTION LLC Page 2 4 Residential Sprinklers 4th Floor Date City Water Supply: Demand'. C1-State Pressure 130 D1-Elevation 19256 02-Residual Pressure'. 122 D2 System Flow 7072 C2-Residual Flow 1220 D2 System Pressure 75843 Hose l Demand ' 100 D3-System Demand _17072 Safety Margin 53947 150 140 Cl 130 C2 p 120 - R 110 - - - - -' E 100 80 U ID D RSO E 50 40 30 20 . 01 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW l N"1851 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary HAMPSHIRE FIRE PROTECTION LLC Page 3 4 Residential Sprinklers 4th Floor Date Fgirg Legend Abdev. Name c Y. 1 1S 1M 2 2A 3 3K 4 5 6 6 10 12 14 16 18 20 24 B PA 13 Butterfly Valve 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPAI3 HT Standard Elbow 1 2 3 5 6 7 B 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Filling generates a 'red Loss Based n Fbw G NFPA13 Gate Valve 0 0 1 1 I 1 2 2 3 4 5 6 7 8 10 II 13 N' CPV090'Ell HaNelSmars 7 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0' [PVC Tee.Branch 3 3 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R• CPVC Coupling Tee-Run 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 5 NFPA 13 Swing Check 0 0 11 14 16 19 22 27 32 45 55 65 • NFPA 1390 Flow Pm Tee 3 4 10 12 15 12 20 25 30 35 50 60 71 al 91 101 121 Unit Summary Diameter Units Inches Length Units Feel Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note:Fitting Legend provides equivalent pipe lengths for filings types of venous 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 OFactors and they require no adjustment. All values for fittings not mated 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. Route 111 Windham N H.USA 03087 Flow Summary- NFPA 2007 HAMPSHIRE FIRE PROTECTION LLC Page 4 4 Residential Sprinklers 4th Floor Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 130.0 122 1220.0 129.79 170.72 75.843 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 101 44.46 4.9 12.0 16.97 S2 45.17 12.08 T3 45.17 13.0 T4 45.17 13.42 102 45.17 15.42 A2 44.08 16.77 A3 44.08 28.15 A4 44.08 34.1 A5 44.08 36.57 Dli 42.333 41.9 D12 42.333 4643 J01 40.0 47.49 100.0 J02 10.5 6058 ST4 10.5 61.52 ST5 9.667 61.96 RT1 9.667 62.02 RBI 2.0 68.53 RB2 2.0 74.54 RB3 2.0 74.79 TEST 0.0 75.84 105 44.46 4.9 12.09 17.04 S3 45.17 12.17 106 44.46 4.9 13.0 17.67 S4 45.17 13.11 107 44.46 4.9 15.1 19.04 SI 45.17 15.27 T1 45.17 15.62 108 45.17 16.08 Al 44.08 16.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams- 2007 HAMPSHIRE FIRE PROTECTION LLC Page 5 4 Residential Sprinklers 4th Floor Date Hyd. Ca Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes """ Point Ot Pt/Ft Eqv. Ln. Total P1 Pn 101 16.97 1.101 N 7.0 0.710 12.000 KFactor=4.90 to 150.0 0.0 7.000 -0.308 S2 16.97 0.0503 0.0 7.710 0.388 Vel= 5.72 S2 0.0 1.101 N 7.0 10.320 12.080 to 150.0 R 1.0 8.000 0.0 T3 16.97 0.0502 0.0 18.320 0.920 Vel= 5.72 T3 17.04 1.394 R 1.0 6.220 13.000 to 150.0 0.0 1.000 0.0 T4 34.01 0.0576 0.0 7.220 0.416 Ve1= 7.15 14 17.67 1.394 R 1.0 7.040 13.416 to 150.0 N 8.0 9.000 0.0 102 51.68 0.1249 0.0 16.040 2.003 Vel= 10.86 102 0.0 1.394 0 6.0 1.080 15.419 to 150.0 0.0 6.000 0.472 A2 51.68 0.1249 0.0 7.080 0.884 Vel= 10.86 A2 19.04 1.598 N 9.0 90.170 16.775 to 150.0 0.0 9.000 0.0 A3 70.72 0.1147 0.0 99.170 11.376 Vel= 11.31 A3 0.0 1.598 2N 18.0 33.850 28.151 to 150.0 0.0 18.000 0.0 A4 70.72 0.1147 0.0 51.850 5.947 Vel= 11.31 A4 0.0 1.598 N 9.0 12.510 34.098 to 150.0 0.0 9.000 0.0 A5 7072 0.1147 0.0 21.510 2.468 Vel= 11.31 A5 0.0 1.598 2N 18.0 20.870 36.566 to 150.0 R 1.0 19.000 0.757 D11 70.72 0.1147 0.0 39.870 4.573 Vel= 11.31 011 0.0 2.157 T 12.307 5.000 41.896 to 120.0 S 13.537 33.228 3.000 "Fixed Loss=3 D12 70.72 0.0402 Fsp 0.0 38.228 1.538 Vel= 6.21 B 7.384 D12 0.0 4.26 T 26.334 4.000 46.434 to 120.0 0.0 26.334 1.010 J01 70.72 00015 0.0 30.334 0.044 Vel= 1.59 J01 100.00 4.26 E 13.167 29.500 47.488 0a=100 to 120.0 0.0 13.167 12.776 J02 170.72 0.0075 0.0 42.667 0.319 Vel= 3.84 J02 0.0 4.26 2E 26.334 30.000 60.583 to 120.0 B 15.8 94.802 0.0 ST4 170.72 0.0075 2T 52.668 1.24.802 0.932 Vel= 3.84 ST4 0.0 6.357 3E 52.808 30.000 61.515 to 120.0 0.0 52.808 0.361 ST5 170.72 0.0011 0.0 82.808 0.088 Vel= 1.73 ST5 0.0 6.357 T 37.72 12.000 61.964 to 120.0 0.0 37.720 0.0 RTI 17072 0.0011 0.0 49.720 0.053 Vel 1.73 RTI 0.0 4.026 E 10.D 10.000 62.017 to 120.0 Fsp 0.0 10.000 6.321 "Fixed Loss=3 RB1 170.72 0.0098 0.0 20.000 0.196 Vel 4.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 6 4 Residential Sprinklers 4th Floor Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RBI 0.0 4.026 0.0 1.000 68.534 to 120.0 0.0 0.0 6.000 "Fixed Loss=6 RB2170.72 0.0100 0.0 1000 0.010 Vel 4.30 _ RB2 0.0 4.026 B 12.0 3.000 74.544 to 120.0 E 10.0 22.000 0.0 RB3 170.72 0.0098 0.0 25.000 0.246 Vel= 4.30 RB3 0.0 6.16 E 20.084 90.000 74.790 to 140.0 2T 86.075 110.463 0.866 TEST 170.72 0.0009 G 4.304 200.463 0.187 Vel= 1.84 0.0 170.72 75.843 K Factor= 19.60 105 17.04 1.101 N 7.0 0.710 12.092 K Factor=4.90 to 150.0 0.0 7.000 -0.308 53 17.04 0.0507 0.0 7710 0.391 Vet, 574 53 0.0 1.101 N 7.0 4.310 12.175 to 150.0 0 5.0 12.000 0.0 T3 17.04 0.0506 0.0 16.310 0.825 Vel= 5.74 0.0 17.04 13.000 KFactor= 4.73 106 17.67 1.101 N 7.0 0.710 12.997 K Factor=4.90 to 150.0 0.0 7.000 -0.308 S4 17.67 0.0541 0.0 7.710 0.417 Vel= 5.95 S4 0.0 1.101 0 5.0 0.720 13.106 to 150.0 0.0 5.000 0.0 T4 17.67 0.0542 0.0 5.720 0.310 Vel= 5.95 0.0 _ 17.67 _ 13.416 K Factor= 4.82 _ 107 19.04 1.101 N 7.0 0.710 15.101 K Factor=4.90 to 150.0 0.0 7.000 -0 308 51 19.04 0.0621 0.0 7110 0.479 Vel 6.42 51 0.0 1.101 0 5.0 0.610 15.272 to 150.0 0.0 5.000 0.0 T1 19.04 0.0622 0.0 5.610 0.349 Vel= 6.4.2 T1 0.0 1.394 R 1.0 14.270 15.621 to 150.0 N 8.0 9.000 0.0 108 19.04 0.0197 0.0 23.270 0.458 Vel= 4.00 108 0.0 1.394 0 6.0 1.080 16.079 to 150.0 0.0 6.000 0.472 Al 19.04 0.0198 0.0 7.080 0140 Vel= 4.00 Al 0.0 1.598 0.0 8.300 16.691 to 150.0 0.0 0.0 0.0 A2 19.04 0.0101 0.0 8.300 0.084 Vel= 3.05 0.0 19.04 16.775 KFactor= 4.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 dra;MSN . . . Fire Protection by Computer Design HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield,MA 01085 413-642-3287 Job Name Live 155 7 head calc Building Location : 155 Pleasant Street System : Area#2 Contract : 0292CMA Data File 7 HEAD CALC Area 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 Live 155 7 head calc Date HYDRAULIC CALCULATIONS for Project name: Live 155 Location: 155 Pleasant Street Drawing no. Date: 1-19-17 Design Remote area number: Area#2 Remote area location: Fourth Floor Corridor Occupancy classification: Light Hazard Density: AO-Gpm/SgFt Area of application: 7 Head Cat-SgFt Coverage per sprinkler: Varies-SgFt Type of sprinklers calculated: Reliable OR CConc Pendent No.of sprinklers calculated: 7 In-rack demand: N/A-GPM Hose steams: 100-GPM Total water required(including hose streams): 215.02-GPM @ 96.03-Psi Type of system: Wet System Volume ofdry orpreaction system: N/A-Gal Water supply information Date: 2-4-16 Location: Pleasant Street Source: Northampton city water system Name of contractor: Hampshire Fire Protection Address: 507 Southampton Road Westfield,MA. Phone number: (413)642-3287 Name of designer: SAS Authority having jurisdiction:: Northampton Water Department Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Water Supply Curve C HAMPSHIRE FIRE PROTECTION LLC Page 2 Live 155 7 head calc Dale City Water Supply Demand: C1-Static Pressure 130 D1-Elevation 18913 02-Residual Pressure: 122 D2-System Flaw 115.028 02-Residual Flow 1220 D2-System Pressure 96.032 Hose Demand) .100 D3-System Demand .215028 Safety Margin 33.646 150 140 Cl 130 ' C2 p 120 - �_— R n0 — E 100 90 3 80 TTT U 7 R 60 E 50 40 30 20 pt 10 200 400 600 800 1000 1200 1400 1600 1800 FLOWIN11051 Computer Programs by Hydrates Ina Route 111 Windham N.H.USA 03087 Fittings Used Summary HAMPSHIRE FIRE PROTECTION LLC Page 3 Live 1557 heal]calc Date Fong Legend Abbrev. Nan* K 54 f 1% lb 2 1% 3 33 d 5 6 8 10 12 14 16 16 20 24 B NEPA 13 Suffern".Valve p 0 0 0 0 6 7 10 0 12 9 IS 12 19 21 9 o 0 0 0 F NEPA 1396Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 1d 1a 22 27 35 40 45 50 61 Fsp Flow Swch Porter VSR Ealing generates a Fixed Loss Based on Flow G NFPA13 Gate`awe 0 0 6 0 6 1 I I I 2 2 3 4 5 6 7 8 10 11 13 N' CPVC 907It Harrel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 6 0 0 0 0 0 0 R' °PVCCoupkg Tee.Ren I I I I 1 2 2 0 0 0 0 0 6 0 6 0 0 0 0 S NEPA 13 Swing Check 0 0 5 7 9 11 Id 16 19 22 27 32 45 55 65 7 NFIFA 13 7Flow PnTee 3 4 5 6 8 10 12 IS V 20 25 30 35 50 64 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Nota Fitting Legend provides equivalent pipe lengths for fittings types of vahous diameters. Equivalent lengths shown are slanderd for actual diameters of Schad 40 pipe and OFapmrs Of 120 except as noted wird'. The fifings marked with a`showequivalent lengths values supplied by manufacturers based on specific pipe diameters end CFaclors and they require no adjustment All values for fittings not marded with a*will be adjusted in the calculation for CFactors of other then 120 and diameters other than Shed 40 per NFPA. Computer Programs by Hydrates Inc. Route 111 Windham N.H.USA 03087 Flow Summary- NFPA 2007 HAMPSHIRE FIRE PROTECTION LLC Page 4 Live 155 7 head calc Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 130.0 122 1220.0 129.678 215.03 96.032 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 201 43.67 5.6 7.07 14.89 SIl 44.42 7.05 202 44.42 7.35 H2 44.08 7.55 A2 44.08 7.67 H3 44.08 7.82 H4 44.08 8.42 H5 44.08 9.45 116 44.08 11.07 117 44.08 13.46 A3 44.08 25.99 A4 44.08 40.62 A5 44.08 46.69 Dli 42.333 58.69 D12 42,333 65.48 J01 40.0 66.6 100.0 J02 10.5 79.86 ST4 10.5 81.29 ST5 9.667 81.78 RTI 9.667 81.87 RBI 2.0 88.49 RB2 2.0 94.5 RB3 2.0 94.88 TEST 0.0 96.03 203 43.67 5.6 7.0 14.82 S10 44.42 6.98 204 44.42 7.27 H1 44.08 7.47 Al 44.08 7.53 205 43.67 5.6 7.33 15.16 SI2 44.42 7.32 206 44.42 7.62 207 43.67 5.6 7,87 15.71 S13 44.42 7.89 208 44.42 8.21 209 43.67 5.6 8.83 16.64 S14 44.42 8.88 210 44.42 9.24 211 43.67 5.6 10.32 17.99 S15 44.42 10.43 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Flow Summary- NFPA 2007 HAMPSHIRE FIRE PROTECTION LLC Page 5 Live 155 7 head tale Date NODEANAL PSIS(cont) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 212 44.42 10.85 213 43.67 5.6 12.53 19.82 S16 44.42 12.72 214 44.42 13.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams- 2007 HAMPSHIRE FIRE PROTECTION LLC Page 6 Live 155 7 head calc Date Hyd. Ca Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'"' Notes """ Point CH Pf/Ft Eqv. Ln. Total Pf Pn 201 14.89 1101 N 7.0 0.750 7.071 KFactor=5.60 to 150.0 0.0 7.000 -0.325 S11 14.89 0.0395 0.0 7.750 0.306 Vel= 5.02 S11 0.0 1.101 N 7.0 0.500 7.052 to 150.0 0.0 7.000 0.0 202 14.89 0.0393 0.0 7.500 0.295 Vel= 5.02 202 0.0 1.101 R 1.0 0.330 7.347 to 150.0 0.0 1.000 0.147 H2 14.89 0.0398 0.0 1.330 0.053 Vel= 5.02 H2 14.82 1.598 0.0 5.270 7.547 to 150.0 0.0 0.0 0.0 A2 2911 0.0231 0.0 5.270 0.122 Vel= 475 A2 0.0 1.598 0.0 6.730 7.669 to 150.0 0.0 0.0 0.0 H3 29.71 0.0230 0.0 6.730 0.155 Vel= 4.75 H3 15.16 1.598 0.0 12.000 7.824 to 150.0 0.0 0.0 0.0 H4 44.87 0.0494 0.0 12.000 0.593 Vel= 7.18 1-14 15.71 1.598 0.0 12.000 8.417 to 150.0 0.0 0.0 0.0 1-15 60.58 0.0862 0.0 12.000 1.034 Vel= 9.69 H5 16.64 1.598 0.0 12.000 9.451 to 150.0 0.0 0.0 0.0 H6 77.22 0.1349 0.0 12.000 1.619 Vel= 12.35 -16 17.99 1.598 0.0 12.010 11.070 to 150.0 0.0 0.0 0.0 H7 95.21 0.1988 0.0 12.010 2.388 Vel 15.23 H7 19.82 1.598 N 9.0 35.430 13.458 to 150.0 0.0 9.000 0.0 A3 115.03 0.2821 0.0 44.430 12.535 Vel= 18.40 A3 0.0 1.598 2N 18.0 33.850 25.993 to 150.0 0.0 18.000 0.0 A4 115.03 0.2821 0.0 51.850 14.628 Vel= 18.40 A4 0.0 1.598 N 9.0 12.510 40.621 to 150.0 0.0 9.000 0.0 A5 115.03 0.2821 0.0 21.510 6.069 Vek 18.40 A5 0.0 1.598 R 1.0 20.870 46.690 to 150.0 2N 18.0 19.000 0.757 D11 115.03 0.2821 _ 0.0 39.870 11.248 Vel= 18.40 D11 0.0 2.157 T 12.307 5.000 58.695 to 120.0 S 13.537 33.228 3.000 * Fixed Loss=3 D12 115.03 0.0989 Fsp 0.0 38.228 3.781 Vel= 10.10 B 7.384 D12 0.0 4.26 T 26.334 4.000 65.476 to 120.0 0.0 26.334 1.010 J01 115.03 0.0036 0.0 30.334 0.110 Vel= 2.59 J01 100.00 4.26 E 13.167 29.500 66.596 Qa=100 to 120.0 0.0 13.167 12.776 J02 215.03 0.0115 0.0 42.667 0.489 Vel= 4.84 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 7 Live 155 7 head calc Date Hyd. Ga Dia. Fitting Pipe PI Pt Ref. "C" or Ftng's Pe Pv Notes """' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J02 0.0 4.26 2E 26.334 30.000 79.861 to 120.0 B 15.8 94.802 0.0 ST4 215.03 0.0114 2T 52.668 124.802 1.428 Vel= 4.84 ST4 0.0 6.357 3E 52.808 30.000 81.289 to 120.0 0.0 52.808 0.361 ST5 215.03 0.0016 0.0 82.808 0.134 Vel= 2.17 ST5 0.0 6.357 T 37.72 12.000 81.784 to 120.0 0.0 37.720 0.0 RT1 215.03 0.0016 0.0 49.720 0.081 Vel= 2.17 RT1 0.0 4.026 E 10.0 10.000 81.865 to 120.0 Fsp 0.0 10.000 6.321 "Fixed Loss=3 _RBI 215.03 0.0150 0.0 20.000 0.301 Vel= 5.42 RBI 0.0 4.026 0.0 1.000 88.487 to 120.0 0.0 0.0 6.000 "Fixed Loss=6 RB2 215.03 0.0150 0.0 1.000 0.015 Val= 542 RB2 0.0 4.026 B 12.0 3.000 94.502 to 120.0 E 10.0 22.000 0.0 RB3 215.03 0.0151 0.0 25.000 0.377 Vel= 5.42 RB3 0.0 6.16 E 20.084 90.000 94.879 to 140.0 2T 86.075 110.463 0.866 TEST 215.03 0.0014 G 4.304 200.463 0.287 Vel= 2.31 0.0 215.03 96.032 K Factor= 21.94 203 14.82 1.101 N 7.0 0.750 7.004 K Factor=5.60 to 150.0 0.0 7.000 -0.325 S10 14.82 0.0391 0.0 7.750 0.303 Vel= 4.99 510 0.0 1.101 N 7.0 0.500 6.982 to 150.0 0.0 7.000 0.0 204 14.82 0.0391 0.0 7.500 0.293 Vel= 4.99 204 0.0 1.101 R 1.0 0.330 7.275 to 150.0 0.0 1.000 0.147 HI 14.82 0.0391 0.0 1.330 0.052 Vel= 499 HI 0.0 1.598 0.0 8.460 7.474 to 150.0 0.0 0.0 0.0 Al 14.82 0.0064 0.0 8.460 0.054 vel= 2.37 Al 0.0 1.598 0.0 3.030 7.528 to 150.0 0.0 0.0 0.0 H2 14.82 0.0063 0.0 3.030 0.019 Vel= 2.37 0.0 14.82 7.547 KFactor= 5.39 205 15.16 1.101 N 7.0 0.750 7.326 K Factor=5.60 to 150.0 0.0 7.000 -0.325 S12 15.16 0.0408 0.0 7.750 0.316 Vel 5.11 S12 0.0 1.101 N 7.0 0.500 7.317 to 150.0 0.0 7.000 0.0 206 15.16 0.0407 0.0 7.500 0.305 Vel= 5.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 8 Live 1557 head calc Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv "'"" Notes Point Of Pf/Ft Eqv. Ln. Total Pf Pn 206 0.0 1.101 R 1.0 0.330 7.622 to 150.0 0.0 1.000 0.147 H3 15.16 0.0414 0.0 1.330 0.055 Vel= 5.11 __. 0.0 15.16 7.824 KFactor= 5.42 207 1571 1.101 N 7.0 0.750 7.873 K Factor=5.60 to 150.0 0.0 7.000 -0.325 S13 15.71 0.0435 0.0 7.750 0.337 Vel= 5.29 513 0.0 1.101 N 7.0 0.500 7.885 to 150.0 0.0 7.000 0.0 208 1571 0.0436 0.0 7500 0.327 Vel= 5.29 208 0.0 1.101 R 1.0 0.330 8.212 to 150.0 0.0 1.000 0.147 H4 15.71 0.0436 0.0 1.330 0.058 Vel= 5.29 _.. - 0.0 _... 15.71 8.417 KFactor= 5.41 209 16.64 1.101 N 7.0 0.750 8.826 K Factor=5.60 to 150.0 0.0 7.000 -0.325 S14 16.64 0.0484 0.0 7.750 0.375 Vel= 5.61 514 0.0 1.101 N 7.0 0.500 8.876 to 150.0 0.0 7.000 0.0 210 16.64 0.04840.0 7.500 0.363 Vel= 5.61 210 0.0 1.101 __- R.. 1.0 0.330 9.239 - -�to 150.0 0.0 1.000 0.147 H5 16.64 0.0489 0.0 1.330 0.065 Vel= 5.61 0.0 16.64 _ 9.451 K Factor= 5.41 211 17.99 1.101 N 7.0 0.750 10.321 K Factor=5.60 to 150.0 0.0 7.000 -0.325 515 17.99 0.0559 0.0 7750 0.433 Vel= 6.06 S15 0.0 1.101 N 7.0 0.500 10.429 to 150.0 0.0 7.000 0.0 212 17.99 0.0560 0.0 7.500 0.420 Vel= 6.06 212 0.0 1.101 R 1.0 0.330 10.849 to 150.0 0.0 1.000 0.147 H6 17.99 0.0556 0.0 1.330 0.074 Vel9 6.06 0.0 17.99 11070 KFactor= 5.41 213 1982 1.101 N 7.0 0.750 12.527 K Factor=5.60 to 150.0 0.0 7.000 -0.325 S16 19.82 0.0668 0.0 7.750 0.518 Vel= 6.68 S16 0.0 1.101 N 7.0 0.500 12.720 to 150.0 0.0 7.000 0.0 214 19.82 0.0669 _ 0.0 T500 0.502 Vel= 6.68 214 0.0 1.101 R 1.0 0.330 13.222 - - -- to 150.0 0.0 1.000 0.147 H7 19.82 0.0669 0.0 1.330 0.089 Vel= 6.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 9 Live 155 7 head calc Date Hyd Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes """ Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 19.82 13.458 K Factor= 5.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 diM;MSN . . . Fire Protection by Computer Design HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Wesffeld,MA 01085 413-642-3287 Job Name : Office Calc Building Location 155 Pleasant Street System : Area#3 Contract : 0292CMA Data File : Office Calc Area 3 WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 Office Calc Date HYDRAULIC CALCULATIONS for Project name: Live 155 Location: 155 Pleasant Street Drawing no: Date: 1-19-17 Design Remote area number: Area#3 Remote area location: First Floor Office Area Occupancy classification.. Light Hazard Density: .10-Gpm/SqFt Area of application: 902-SqFt Coverage per sprinkler: Varies-SqFt Type of sprinklers calculated: Reliable OR Recessed Pendents No.of sprinklers calculated: 10 In-rack demand.. N/A-GPM Hose streams: 100-GPM Total water required(including hose streams): 393.04-GPM @ 96.68-Psi Type of system: Wet System Volume of dry or preaction system: N/A-Gal Water supply information Date: 2-4-16 Location: Pleasant Street Source: Northampton city water system Name of contractor: Hampshire Fre Protection Address: 507 Southampton Road Westfield,MA. Phone number: (413)642-3287 Name of designer: SAS Authority having jurisdiction: Northampton Water Department Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C HAMPSHIRE FIRE PROTECTION LLC Page 2 Once Calc Date Coy Water Supply: Demand: Cl Static Pressure : 130 D1-Elevation : 4548 O2-Residual Pressure: 122 D2 System Flow :293.046 C2-Residual Flow : 1220 D2-System Pressure 96 689 Hose(Demand) :100 D3-System Demand :393.046 Safety Margin : 32.327 150 140 Cl 130 C2 we- p 120 _ R 110 E 100 1 0 a 5 90 D3 80 U 10 R 50 E 50 40 30 20 10 DI 200 400 600 800 1000 1280 1400 1600 1800 FLOW IN^1851 Computer Programs by Hydrarec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary HAMPSHIRE FIRE PROTECTION LLC Page 3 Office Calc Date Finns Legend A66rev Name P. % I 1Y. I% 2 2% 3 3% 4 5 6 8 10 12 14 16 16 ID 24 NFPA 13 Buse.Valve 0 0 6 0 6 6 7 10 0 12 9 10 12 19 21 0 a 0 0 0 NFPA 1390'Standard Elbow I 2 2 3 4 5 6 7 8 10 12 14 la 22 27 35 40 45 50 Cl sp Flow Switch PoferVSP Fining peremin a Fked Los Baud on Flow NEPA 13 Gate Valve 0 0 0 0 0 1 1 1 I 2 2 3 4 5 6 7 a 10 11 13 NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 NFPA 139P Flow Nm Tee 3 4 5 6 a 10 12 15 17 10 25 30 35 50 60 71 81 CI 101 121 Unita Summary Diameler Units Inches Length Units Feet Flow Units US Gallons Per Minute Pressure Units Pounds per Square Inch Note:FiWng Legend provides equivalent pipe lengths tor fittings types 0f venous diameters. Equivalent lengths shown are standard for actual diameters of Stied 40 pipe and CFactors Of 120 except as noted with* The fittings marked with a•show equivalent lengths values sup0l1ed 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 i0 the calculation for OFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 HAMPSHIRE FIRE PROTECTION LLC Page 4 Office Calc Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 130.0 122 1220.0 129.016 393.05 96.689 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 301 10.5 5.6 12.38 19.7 S30 11.33 12.37 T30 11.0 14.25 T31 11.0 14.46 T32 11.0 19.15 T33 11.0 19.55 T34 11.0 20.93 T35 11.0 24.93 B1 10.5 41.43 B2 10.5 42.04 B3 10.5 43.08 B4 9.67 66.47 305 9.0 83.01 100.0 ST5 9.667 82.86 RTI 9.667 83.1 RBI 2.0 87.85 RB2 2.0 93.89 RB3 2.0 95.0 TEST 0.0 96.69 306 10.5 5.6 13.14 20.3 S31 11.42 13.13 307 10.5 5.6 16.53 22.77 S33 11.33 16.64 308 10.5 5.6 17.37 23.34 S32 11.42 17.48 309 10.0 5.6 19.33 24.62 S34 11.0 19.47 310 10.5 5.6 21.77 26.13 S35 11.33 22.01 311 10.5 5.6 27.23 29.22 S36 11.42 27.6 T36 11.0 28.79 T37 11.0 31.94 T38 11.0 34.37 312 10.5 5.6 28.89 30.1 S37 11.42 29.3 313 10.5 5.6 31.12 31.24 S38 11.42 31.59 314 10.5 5.6 33.92 32.61 S39 11.42 34.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 HAMPSHIRE FIRE PROTECTION LLC Page 5 Office Calc Date NODE ANALYSIS(cont) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T39 11.0 37.19 140 11.0 38.38 315 10.5 5.6 34.76 33.02 S40 11.33 35.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 HAMPSHIRE FIRE PROTECTION LLC Page 6 Office Cat Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" ar Ftng's Pe Pv """' Notes """ Point at Pf/Ft Eqv. Ln. Total Pf Pn 301 19.70 1.049 E 2.0 0.830 12.375 K Factor=5.60 to 120.0 0.0 2.000 -0.359 S30 19.7 0.1265 0.0 2.830 0.358 Vel= 7.31 S30 0.0 1.049 3E 6.0 7.730 12.374 to 120.0 0.0 6.000 0.143 T30 19.7 0.1265 0.0 13.730 1.737 Vel= 7.31 730 0.0 1.049 0.0 1.630 14.254 to 120.0 0.0 0.0 0.0 T31 19.7 0.1270 0.0 1.630 0.207 Vel= 7.31 731 20.30 1.049 0.0 10.000 14.461 to 120.0 0.0 0.0 0.0 T32 40.0 0.4690 0.0 10.000 4.690 Vel= 14.85 T32 23.34 1.38 0.0 1.370 19.151 to 120.0 0.0 0.0 0.0 T33 63.34 0.2891 0.0 1.370 0.396 Vel= 13.59 T33 22.77 1.38 0.0 2.710 19.547 to 120.0 0.0 0.0 0.0 T34 86.11 0.5096 0.0 2.710 1.381 Vel= 18.47 T34 24.61 1.38 0.0 4.930 20.928 to 120.0 0.0 0.0 0.0 735 110.72 0.8116 0.0 4.930 4.001 Vel= 23.75 T35 26.13 1.61 2E 8.0 12.730 24.929 to 120.0 T 8.0 16.000 0.217 B1 136.85 0.5669 0.0 28.730 16.286 Vel= 21.57 B1 0.0 2.635 0.0 11.840 41.432 to 120.0 0.0 0.0 0.0 62 136.85 0.0514 0.0 11.840 0.609 Vel 8.05 B2 90.56 2.635 0.0 7.900 42.041 to 120.0 0.0 0.0 0.0 B3 227.41 0.1316 0.0 7.900 1.040 Vel= 13.38 133 65.64 2.635 9E 74.134 35.250 43.081 to 120.0 0.0 74.134 0.359 64 293.05 0.2105 0.0 109.384 23.028 Vel= 17.24 64 0.0 2.635 E 8.237 9.420 66.468 to 120.0 T 16.474 53.541 3.290 "Fixed Loss=3 305 293.05 0.2105 S 19.22 62.961 13.254 Vel= 17.24 B 9.61 Fsp 0.0 305 100.00 4.26 0.0 3.910 83.012 Oa=100 to 120.0 0.0 0.0 -0.289 ST5 393.05 0.0350 0.0 3.910 0.137 Vel= 8.85 ST5 0.0 6.357 T 37.72 11.583 82.860 to 120.0 0.0 37.720 0.0 RTI 393.05 0.0050 0.0 49.303 0.245 WI= 3.97 RT1 0.0 4.26 T 26.334 1.375 83.105 to 120.0 E 13.167 39.501 3.321 RB1 393.05 0.0349 0.0 40.876 1.427 VeI= 8.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 7 Office Calc Date Hyd. Ca Dia. Fitting Pipe Pt Pt Ref. "C" or Ring's Pe Pv """' Notes Point at Pf/Ft Eqv. Ln. Total PI Pn RB1 0.0 4.26 0.0 0.916 87.853 to 120.0 0.0 0.0 6.000 "Fixed Loss=6 RB2 393.05 0.0349 0.0 0.916 0.032 Vel= 885 RB2 0.0 426 B 15.8 3.083 93.885 to 120.0 E 13.167 28.967 0.0 R83 393.05 0.0349 0.0 32050 1.119 Vel= 8.85 RB3 0.0 6.357 E 23.412 90.000 95.004 to 140.0 2T 100.336 128.765 0.866 TEST 393.05 0.0037 G 5.017 218.765 0819 Vel= 3.97 0.0 393.05 96.689 KFactor= 39.97 306 20.30 1049 E 2.0 0.920 13.138 K Factor=5.60 to 120.0 0.0 2.000 -0.398 S31 20.3 0.1336 0.0 2.920 0.390 Vel= 7.54 S31 0.0 1.049 E 2.0 1.590 13.130 to 120.0 T 5.0 7.000 0.182 T31 20.3 0.1338 0.0 8.590 1.149 Vel= 7.54 0.0 20.30 14.461 KFactor= 5.34 307 22.77 1.049 E 2.0 0.830 16.529 K Factor=5.60 to 120.0 0.0 2.000 -0.359 S33 22.77 0.1650 0.0 2.830 0.467 Vel= 8.45 533 0.0 1.049 2E 4.0 7.730 16.637 to 120.0 T 5.0 9.000 0.143 T33 22.77 0.1654 0.0 16.730 2.767 Vel= 845 0.0 22.77 19.547 KFactor= 5.15 308 23.34 1.049 E 2.0 0.920 17.374 KFactor=5.60 to 120.0 0.0 2.000 -0.398 S32 23.34 0.1733 0.0 2.920 0.506 Vel= 8.66 S32 0.0 1.049 E 2.0 1.590 17.482 to 120.0 T 5.0 7.000 0.182 T32 23.34 0.1731 0.0 8.590 1.487 Vel= 8.66 0.0 23.34 19.151 KFactor= 5.33 309 24.62 1.049 E 2.0 1.000 19.326 KFactor=5.60 to 120.0 0.0 2.000 -0.433 534 24.62 0.1910 0.0 3.000 0.573 Vel= 9.14 S34 0.0 1.049 T 5.0 2.650 19.466 to 120.0 0.0 5.000 0.0 T34 24.62 0.1911 0.0 7.6501462 Vel 9.14 0.0 __.. . _.. 24.62 20.928 K Factor= 5.38 310 26.13 1.049 E 2.0 0.830 21.768 K Factor=5.60 to 120.0 0.0 2.000 -0.359 S35 26.13 0.2131 0.0 2.830 0.603 Vel= 9.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 8 Office Calc Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Fbg's Pe Pv """"' Notes """ Paint 01 PfiFt Eqv. Ln. Total Pf Pn S35 0.0 1.049 2E 4.0 4.000 22.012 to 120.0 T 5.0 9.000 0.143 T35 26.13 0.2134 0.0 13.000 2.774 Vel 9.70 0.0 26.13 24.929 K Factor= 5.23 311 29.22 1.049 E 2.0 0.920 27.229 K Factor=5.60 to 120.0 0.0 2.000 -0.398 S36 29.22 0.2623 0.0 2.920 0166 Vel= 10.85 S36 0.0 1.049 E 2.0 1.840 27.597 to 120.0 0.0 2.000 0.182 T36 29.22 0.2625 0.0 3.840 1.008 Vel= 10.85 736 0.0 1,049 E 2.0 10.000 28.787 to 120.0 0.0 2.000 0.0 T37 29.22 0.2624 0.0 12.000 3.149 Vel= 10.85 T37 30.10 1.38 0.0 9.510 31.936 to 120.0 0.0 0.0 0.0 T38 59.32 0.2558 0.0 9.510 2.433 Vel= 12.72 T38 31.24 1.61 2E 8.0 12.230 34.369 to 120.0 T 8.0 16.000 0.217 B2 90.56 0.2641 0.0 28.230 7.455 Vel= 14.27 0.0 90.56 42.041 K Factor= 13.97 312 30.10 1.049 E 2.0 0.920 28.893 K Factor=5.60 to 120.0 0.0 2.000 -0.398 S37 30.1 0.2771 0.0 2.920 0.809 Vel= 11.17 S37 0.0 1.049 E 2.0 1.840 29.304 to 120.0 T 5.0 7.000 0.182 T37 30.1 0.2771 0.0 8.840 2.450 Vel 11.17 0.0 30.10 31.936 K Factor= 5.33 313 31.24 1.049 E 2.0 0.920 31.117 K Factor=5.60 to 120.0 0.0 2.000 -0.398 S38 31.24 0.2969 0.0 2.920 0.867 Vel 11.60 S38 0.0 1.049 E 2.0 1.760 31.586 to 120.0 T 5.0 7.000 0.182 T38 31.24 0.2969 00 8.760 2.601 Vel= 11.60 0.0 31.24 34.369 K Factor= 5.33 314 32.61 1.049 E 2.0 0.920 33.919 K Factor=5.60 to 120.0 0.0 2.000 -0.398 S39 32.61 0.3216 0.0 2.920 0.939 Vel= 12.11 S39 0.0 1.049 E 2.0 0.920 34.460 to 120.0 T 5.0 7.000 0.182 T39 32.61 0.3215 0.0 7.920 2.546 Vel= 12.11 T39 0.0 1.38 2E 6.0 8.120 37.188 to 120.0 0.0 6.000 0.0 T40 32.61 0.0846 0.0 14.120 1.194 Vel= 6.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 9 Office Calc Date Hyd. Da Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point D7 Pf/Ft Eqv. Ln. Total Pf Pn T40 33.02 1.61 2E 8.0 14.790 38.382 to 120.0 T 8.0 16.000 0.217 B3 65.63 0.1456 0.0 30.790 4.482 Vel= 10.34 0.0 65.63 43.081 K Factor= 10.00 315 33.02 1.049 E 2.0 0.830 34.763 K Factor=5.60 to 120.0 0.0 2.000 -0.359 S40 33.02 0.3290 0.0 2.830 0.931 Vel= 12.26 S40 0.0 1.049 E 2.0 1.830 35.335 to 120.0 T 5.0 7.000 0.143 T40 33.02 0.3289 0.0 8.830 2.904 Vel= 12.26 0.0 33.02 38.382 KFactor= 5.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 diMMA7 MSN . - - Fire Protection by Computer Design HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield,MA 01085 413-642-3287 Job Name Retail Area Building Location : 155 Pleasant Street System : Area#4 Contract 0292CMA Data File Retail Area Area 4.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 Retail Area Date HYDRAULIC CALCULATIONS for Project name: Live 155 Location: 155 Pleasant Sheet Drawing no: Date: 1-19-17 Design Remote area number Area 4 Remote area location: First Floor Retail Area Occupancy classification: Ordinary Hazard Group II Density: .20-Gpm/SqFt Area of application: 1261-S1Ft Coverage per sprinkler: Varies-SqFt Type of sprinklers calculated: Reliable QR Brass Upright No.of sprinklers calculated: 13 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 564.20-GPM @ 61.69-Psi Type of system: Wet System Volume of dry orpreaction system: N/A-Gal Water supply information Date: 2-4-16 Location: Pleasant Street Source: Northampton city water system Name of contractor: Hampshire Fire Protection Address: 507 Southampton Road Westfield,MA. Phone number (413)642-3287 Name of designer SAS Authority ha vingjurisdiction: Northampton Water Department Notes:(include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C HAMPSHIRE FIRE PROTECTION LLC Page 2 Retail Area Dale City Water SuOpIY: Demand C1-Static Pressure : 130 D1-Elevation 5.630 02-Residual Pressure: 122 D2•System Flow :314201 C2-Residual Flow _ 1220 D2-System Pressure 61 693 Hose(Demand) :250 D3-System Demand :564201 Safely Margin : 66.386 150 140 Cl 130 C2 P 120 R 110 -- E 100 s 90 S 80 u 70 02 N 60 m E 40 30 20 10 Jul 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N^1.851 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary HAMPSHIRE FIRE PROTECTION LLC Page 3 Retail Area Cate Fming Legend Abbrer Name 'A % I lV PA 2 26 3 MA 4 5 6 8 10 12 14 16 18 20 24 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 NFPA 1390'Standard Elbow I 2 2 3 4 5 6 7 8 10 12 14 16 22 27 35 40 45 50 61 sc Pew Switch Potter VSR Frim gametes a Fixed Loss Based on Few NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 B 00 11 13 NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 17 32 45 55 65 NFPA 1390'Flow Nm Tee 3 4 5 6 a 10 12 15 17 20 25 10 35 50 60 71 01 91 101 III Zs COX C700 Harz Butt Mire generates a Re°Loss Baud on Flow Units Summary Diameter Units Inches Length Umis Feet Flew Units US Gallons per Minute Pressure Units Pounds per Square Inch Note'.Fitting Legend provides equivalent pipe leng0s for fittings types of venous diameters Equivalent lengths shown are standard Mr actual diameters of Sched 40 pipe and CFactors of 120 except as noted with'. The fittings maned 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 mated with a'will he adjusted in the calculation for CFactors Mother than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydrate°Inc. Route 111 Windham N.H.USA 03087 Flow Summary- NFPA 2007 HAMPSHIRE FIRE PROTECTION LLC Page 4 Retail Area Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 130.0 122 1220.0 128.079 564.2 61.693 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 401 13.0 5.6 19.3 24.6 R6 12.0 20.88 R7 12.0 22.84 T2 12.0 25.55 T3 9.67 41.14 T6 9.67 41.5 305 9.67 43.44 100.0 ST5 9.667 44.1 RT1 9.667 44.37 RB1 2.0 51.25 RB2 2.0 58.69 RB3 2.0 59.93 TEST 0.0 61.69 150.0 402 13.0 5.6 14.1 21.03 R1 12.0 15.39 R2 12.0 15.72 R3 12.0 16.93 R4 12.0 21.15 T1 12.0 25.0 403 13.0 5.6 14,42 21.26 404 13.0 5.6 15.56 22.09 405 13.0 5.6 17.58 23.48 R5 12.0 19.07 406 13.0 5.6 19.1 24.47 R8 12.0 20.66 R9 12.0 21.23 R10 12.0 23.28 T4 12.0 26.06 T5 12.0 26.47 407 13.0 5.6 19.41 24.67 R11 12.0 21.0 R12 12.0 21.57 R13 12.0 23.65 408 13.0 5.6 19.63 24.81 409 13.0 5.6 19.56 24.77 410 13.0 5.6 19.95 25.01 411 13.0 5.6 21.16 25.76 412 13.0 5.6 21.58 26.01 413 13.0 5.6 21.93 26.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 HAMPSHIRE FIRE PROTECTION LLC Page 5 Retail Area Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes """ Paint Ot Pt/Ft Eqv. Ln. Total Pt Pn 401 24.60 1.049 T 5.0 1.000 19.297 K Factor=5.60 to 120.0 0.0 5.000 0.433 R6 24.6 0.1908 0.0 6.000 _ 1.145 _ Vel= 9.13 R6 23.48 1.38 0.0 11.330 20.875 to 120.0 0.0 0.0 0.0 R7 48.08 0.1734 0 0 11.330 1.965 Vel= 10.31 R7 25.76 1.38 T 6.0 1.070 22.840 to 120.0 0.0 6.000 0.0 T2 73.84 0.3836 0.0 7.070 _ 2.712 Vel= 15.84 72 89.15 2.157 3E 18.46 9.760 25.552 to 120.0 T 12.307 51.688 4.009 "Fixed Lass=3 T3 162.99 0.1885 B 7.384 61.448 11.583 Vel= 14.31 S 13.537 Fsp 0.0 T3 0.0 4.26 2E 26.334 25.160 41.144 to 120.0 0.0 26.334 0.0 T6 162.99 0.0069 _ 0.0 51.494 0.353 Vel= 3.67 T6 151.21 4.26 2E 26.334 31.440 41.497 to 120.0 T 26.334 52.668 0.0 305 314.2 0.0231 0.0 84.108 1.941 Vel= 7.07 305 100.00 4.26 E 13.167 3.910 43.438 Qa=100 to 120.0 0.0 13.167 0.001 ST5 414.2 0.0385 _ 0.0 17.077 _ 0.657 Vel= 9.32 ST5 0.0 6.357 T 37.72 11.583 44.096 to 120.0 0.0 37.720 0.0 RT1 414.2 0.0055 0.0 _ 49.303 _ 0.271 Vel= 4.19 RT1 0.0 4.26 E 13.167 1.375 44.367 to 120.0 Fsp 0.0 13.167 6.321 "Fixed Loss=3 RB1 414.2 _ 0.0384 0.0 14.542 0.559 Vel 9.32 RB1 0.0 4.26 Zca 0.0 0.916 51.247 to 120.0 0.0 0.0 7.410 "Fixed Loss=7.41 RB2 4142 0.0382 0.0 0.916 _ 0.035 VeI= 9.32 RB2 0.0 4.26 B 15.8 3.083 58.692 to 120.0 E 13.167 28.967 0.0 R83 414.2 0.0385 _ _ 0.0 32.050 1234 Vel= 9.32 R83 0.0 6.357 E 23.412 90.000 59.926 to 140.0 2T 100.336 128.765 0.866 TEST 414.2 0.0041 G 5.017 218.765 0.901 Vel= 4.19 150.00 Qa= 150.00 564.20 _ 61.693 K Factor= 71.83 402 21.03 1.049 T 5.0 1.000 14.102 K Factor=5.60 to 120.0 0.0 5.000 0.433 R1 _ 21.03 0.1428 0.0 6.000 0.857 _ Vel•-- 7.81_ R1 0.0 1.38 0.0 8.830 15.392 to 120.0 0.0 0.0 0.0 R2 21.03 0.037.5 0.0 8.830 0.331 Vel= 4.51 R2 21.26 1.38 0.0 8.830 15.723 _to 120.0 0.0 0.0 0.0 R3 42.29 0.1368 0.0 8.830 1.208 Vel= 9.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 6 Retail Area Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ^'"' Point Of KR Eqv. Ln. Total Pf Pn R3 22.09 1.38 2E 6.0 8.190 16.931 to 120.0 0.0 6.000 0.0 R4 6438 0.2976 0.0 14.190 4.223 Vel= 13.81 R4 24.77 1.38 T 6.0 1.070 21.154 to 120.0 0.0 6.000 0.0 T1 89.15 0.5434 0.0 7.070 3.842 Vel= 19.12 T1 0.0 2.157 0.0 9.000 24.996 to 120.0 0.0 0.0 0.0 T2 89.15 0.0618 0.0 9.000 0.556 Vel= 7.83 0.0 89.15 25.552 KFactor= 17.64 403 21.26 1.049 T 5.0 1.000 14.416 KFactor=5.60 to 120.0 0.0 5.000 0.433 R2 21.26 01457 0.0 6.000 0.874 Vel 7.89 0.0 21.26 15.723 K Factor= 5.36 404 22.09 1.049 1 5.0 1.000 15.560 K Factor=5.60 to 120.0 0.0 5.000 0.433 R3 22.09 0.1563 0.0 6.000 0.938 Vel= 8.20 0.0 22.09 _ _ 16.931 K Factor= 5.37 405 23.48 1.049 T 5.0 1.000 17.583 K Factor=5.60 to 120.0 0.0 5.000 0.433 R5 23.48 0.1750 0.0 6.000 1.050 Vel= 8.72 R5 0.0 1.049 0.0 10.330 19.066 to 120.0 0.0 0.0 0.0 R6 23.48 0.1751 0.0 10.330 1.809 Vel= 8.72 0.0 23.48 20.875 KFactor= 5.14 406 24.47 1.049 T 5.0 1.000 19.096 K Factor=5.60 to 120.0 0.0 5.000 0.433 R8 24.47 0.1892 0.0 6.000 1.135 Vel= 9.08 R8 0.0 1.38 0.0 11.330 20.664 to 120.0 0.0 0.0 0.0 R9 24.47 0.0497 0.0 11.330 0.563 Vel= 5.25 R9 24.81 1.38 0.0 11.330 21.227 to 120.0 0.0 0.0 0.0 R10 49.28 0.1816 0.0 11.330 2.057 Vel= 10.57 R10 26.02 1,38 T 6.0 0.970 23.284 to 120.0 0.0 6.000 0.0 T4 75.3 0.3976 0.0 6.970 2.771 Vel= 16.15 T4 0.0 2.157 0.0 9.150 26.055 to 120.0 0.0 0.0 0.0 T5 75.3 0.0451 0.0 9.150 0.413 Vel= 6.61 T5 75.91 2.157 4E 24.613 9.320 26.468 to 120.0 T 12.307 57.841 4.009 "Fixed Loss=3 T6 151.21 0.1641 6 7.384 67.161 11.020 Vel= 13.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 7 Retail Area Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "."" Notes """ Point Ot Pf/Ft Eqv. Ln. Total Pf Pn S 13.537 Fsp 0.0 0.0 151.21 41.497 K Factor= 23.47 407 24.67 1.049 T 5.0 1.000 19.411 K Factor=5.60 to 120.0 0.0 5.000 0.433 R11 24.67 0.1918 0.0 6.000 1.151 Vel= 9.16 R11 0.0 1.38 0.0 11.330 20.995 to 120.0 0.0 0.0 0.0 R12 24.67 0.0505 0.0 11.330 0.572 Vel= 5.29 R12 25.02 1.38 0.0 11.330 21.567 to 120.0 0.0 0.0 0.0 R13 49.69 0.1843 0.0 11.330 2.088 Vel= 10.66 R13 26.22 1.38 T 6.0 0.970 23.655 to 120.0 0.0 6.000 0.0 T5 75.91 0.4036 0.0 6.970 2.813 Vel= 16.28 0.0 75.91 26.468 K Factor= 14.75 408 24.81 1.049 T 5.0 1.000 19.630 K Factor=5.60 to 120.0 0.0 5.000 0.433 R9 24.81 0.1940 0.0 6.000 1.164 Vel= 9.21 0.0 24.81 21.227 K Factor= 5.38 409 24.77 1.049 T 5.0 1.000 19.561 K Factor=5.60 to 120.0 0.0 5.000 0.433 R4 24.77 0.1933 0.0 6.000 1.160 Vel= 9.20 0.0 24.77 21.154 K Factor= 5.39 410 25.01 1.049 T 5.0 1.000 19.953 KFactor=5.60 to 120.0 0.0 5.000 0.433 R12 25.01 0.1968 0.0 6.000 1.181 Vel= 9.28 0.0 25.01 21.567 K Factor= 5.39 411 25.76 1.049 T 5.0 1.000 21.160 K Factor=5.60 to 120.0 0.0 5.000 0.433 R7 25.76 0.2078 0.0 6.000 1.247 Vel= 9.56 0.0 25.76 22.840 K Factor= 5.39 412 26.01 1.049 T 5.0 1.000 21.580 K Factor=5.60 to 120.0 0.0 5.000 0.433 RIO 26.01 0.2118 0.0 6.000 1.271 Vol= 9.66 0.0 26.01 23.284 K Factor= 5.39 413 26.23 1.049 T 5.0 1.000 21.933 K Factor=5.60 to 120.0 0.0 5.000 0.433 R13 26.23 0.2148 0.0 6.000 1.289 Vel= 9.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 8 Retail Area Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes """ Point Ot Pf/Ft Eqv. Ln. Total Pf Pn 0.0 26.23 23.655 KFactor= 5.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • dt:N . . . Fire Protection by Computer Design HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield,MA 01085 413-642-3287 Job Name : Mechanical Area Building Location 155 Pleasant Street System : Area#5 Contract 0292CMA Data File Mechanical Area Area 5.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 Mechanical Area Date HYDRAULIC CALCULATIONS for Project name: Live 155 Location: 155 Pleasant Street Drawing no: Date: 1-19-17 Design Remote area number. Area#5 Remote area location: First Floor Mech.Area Occupancy classification: Ordinary Hazard Group II Density: .20-Gpm/SqFt Area of application: 960-SqFt Coverage per sprinkler: Varies-SqFt Type of sprinklers calculated: Varies No.of sprinklers calculated: 13 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(Including hose streams): 701.20-GPM @ 118.6-Psi Type of system: Wet System Volume of dry orpreaction system: N/A-Gal Water supply information Date: 2-4-16 Location: Pleasant Sheet Source: Northampton city water system Name of contractor Hampshire Fire Protection Address: 507 Southampton Road Westfield,MA. Phone number (413)642-3287 Name of designer SAS Authority having jurisdiction: Northampton Water Department Notes:(Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Water Supply Curve C HAMPSHIRE FIRE PROTECTION LLC Page 2 Mechanical Area Date City Water Supply Demand' C1-Static Pressure 130 D1-Elevation 5.163 C2-Residual Pressure'. 122 O2-System Flow .451E C2-Residual Flaw 1220 02-System Pressure 118.509 Hose(Demand) 250 03-System Demand 7012 Safety Margin B 519 150 140 Cl 13D a L2 oz 120 R R 110 Uf E 100 • 90 ' s 80 ' u 20 R 60 F 50 44 30 20 10 p 11 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary HAMPSHIRE FIRE PROTECTION LLC Page 3 Mechanical Area Date Ealing Legend Aubrey. Name 3d % 1 1h 1A 2 2% 3 355 4 5 6 6 10 12 14 16 10 20 24 NFPA 13Butenly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 a 0 0 0 NFPA 1390'Stendem Elbow 1 2 2 3 4 5 6 7 0 10 12 14 10 22 27 35 40 45 50 61 sp Flow 500 Rater VSR Filling swamies a Fixed Loss Based on Fbw NEPA 13 Gate Valve 0 0 0 0 0 1 1 I 1 2 2 3 4 5 6 7 8 10 11 13 NFPA 13 Swing Check 0 0 5 7 9 11 la 16 19 22 9 32 45 55 65 NFPA 13 90' Ilya Tee 3 4 5 6 8 10 12 15 1] 20 25 30 35 50 60 11 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note.Fitting Legend provitlesequivalenl pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Schell 40 pipe and CFactors of 120 except as noted with'. The fittings marked wth 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 CFacIOR'of other than 120 and diameters other than Riled 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary- NFPA 2007 HAMPSHIRE FIRE PROTECTION LLC Page 4 Mechanical Area Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 130.0 122 1220.0 127.128 701.2 118.609 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes M2 11.92 5.6 19.61 24.8 M3 11.92 5.6 21.63 26.04 KI 10.5 26.93 M5 10.5 5.6 29.66 30.5 501 10.5 35.55 K2 9.67 40.72 K3 9.67 40.79 K4 9.67 41.24 K5 9.67 41.66 K6 9.67 43.09 K7 9.67 43.27 K8 9.67 49.18 K9 9.67 50.15 K70 9.67 52.04 B4 9.67 66.58 305 9.67 99.03 100.0 ST5 9.667 100.15 RT1 9.667 100.6 RB1 2.0 107.88 R62 2.0 113.95 RB3 2.0 116.11 TEST 0.0 118.61 150.0 M1 11.92 5.6 18.0 23.76 M4 10.5 5.6 26.69 28.93 M11 10.0 5.6 35.87 33.54 M12 10.0 5.6 37.61 34.34 502 10.0 39.89 M7 12.0 5.6 34.91 33.09 503 12.0 37.81 M9 12.0 5.6 36.53 33.84 504 12.0 39.55 M6 9.67 5.6 38.71 34.84 MB 9.67 5.6 39.55 35.22 M10 9.67 5.6 41.08 35.89 M14 10.0 5.6 45.88 37.93 505 10.0 49.63 M13 9.67 5.6 47.2 38.47 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams- 2007 HAMPSHIRE FIRE PROTECTION LLC Page 5 Mechanical Area Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *I'm* Notes -**" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M2 48.56 1.38 0.0 11400 19.612 K Factor=5.60 to 120.0 0.0 0.0 0.0 M3 48.56 0.1767 0.0 11.400 2.014 Vel 10.42 M3 26.04 1.61 2E 8.0 9.410 21.626 K Factor=5.60 to 120.0 T 8.0 16.000 0.615 K1 74.6 0.1845 0.0 25.410 4.688 Vel= 11.76 K1 28.93 1.61 0.0 8.080 26.929 to 120.0 0.0 0.0 0.0 M5 103.53 0.3382 0.0 8.080 2.733 Vel= 16.32 M5 30.50 1.61 E 4.0 6.790 29.662 K Factor=5.60 to 120.0 0.0 4.000 0.0 501 134.03 0.5455 0.0 10.790 5.886 Vel= 21.12 501 0.0 1.61 T 8.0 0.830 35.548 to 120.0 0.0 8.000 0.359 K2 134.03 0.5455 0.0 8.830 4.817 Vel= 21.12 K2 0.0 2.635 0.0 1.250 40.724 to 120.0 0.0 0.0 0.0 K3 134.03 0.0496 0.0 ___ 1.250 0.062 Vel= 7.89 _ K3 34.85 2.635 0.0 6.000 40.786 to 120.0 0.0 0.0 0.0 K4 168.88 0.0758 0.0 6.000 0.455 Vel= 9.94 K4 33.08 2.635 0.0 4.000 41.241 to 120.0 0.0 0.0 0.0 K5 201.96 0.1058 0.0 4.000 0.423 Vel= 11.88 K5 35.22 2.635 0.0 10.000 41.664 to 120.0 0.0 0.0 0.0 K6 237.18 0.1424 0.0 10.000 1.424 Vel= 13.95 K6 33.84 2.635 0.0 1.000 43.088 to 120.0 0.0 0.0 0.0 K7 271.02 0.1820 0.0 1.000 0.182 VeI= 15.95 K7 35.90 2.635 2E 16.474 9.290 43.270 to 120.0 0.0 16.474 0.0 K8 306.92 0.2293 0.0 25.764 5.908 Vel= 18.06 K8 67.88 2.635 0.0 2.940 49.178 to 120.0 0.0 0.0 0.0 K9 374.8 0.3320 ___ 0.0 2.940 0.976 Vel= 22.05 K9 38.47 2.635 0.0 4.750 50.154 to 120.0 0.0 0.0 0.0 K10 413.27 0.3975 0.0 4.750 1.888 Vel= 24.31 K10 37.93 2.635 E 8.237 22.840 52.042 to 120.0 0.0 8.237 0.0 B4 451.2 0.4678 0.0 31.077 14.537 Vel= 26.55 84 0.0 2.635 E 8.237 9.420 66.579 to 120.0 T 16.474 53.541 3.000 "Fixed Loss=3 305 451.2 0.4678 S 19.22 62.961 29.451 Vel= 26.55 B 9.61 Fsp 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 6 Mechanical Area Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ret. "C" or Ftng's Pe Pv Notes """" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 305 10000 4.26 E 13.167 3.910 99.030 Qa=100 to 120.0 0.0 13.167 0.001 ST5 551.2 0.0654 0.0 17077 1.116 Vel= 12.41 ST5 0.0 6.357 T 37.72 11.583 100.147 to 120.0 0.0 37.720 0.0 RT1 551.2 0.0093 0.0 49.303 0458 Vel= 5.57 RT1 0.0 4.26 E 13.167 1.375 100.605 to 120.0 Fsp 0.0 13.167 6.321 ""Fixed Loss=3 RBI 551.2 0.0653 0.0 14.542 0.949 Vel= 12.41 RB1 0.0 4.026 0.0 0.916 107.875 to 120.0 0.0 0.0 6.000 ""Fixed Loss=6 RB2 551.2 0.0862 0.0 0.916 0.079 Vel= 13.89 RB2 0.0 4.026 B 12.0 3.083 113.954 to 120.0 E 10.0 22.000 0.0 RB3 551.2 0.0860 0.0 25.083 2.156 Vel= 13.89 RB3 0.0 6.16 E 20.084 90.000 116.110 to 140.0 2T 86.075 110.463 0.866 TEST 551.2 0.0081 G 4.304 200.463 1.633 Vel= 5.93 150.00 Qa= 150.00 701.20 _ 118.609 _ K Factor= 64.38 M1 23.76 1.049 0.0 9.000 18.002 K Factor=5.60 to 120.0 0.0 0.0 0.0 M2 23.76 0.1789 0.0 9.000 1.610 Vel= 882 0.0 23.76 19.612 KFactor= 5.37 M4 28.93 1.049 0.0 0.920 26.692 KFactor=5.60 to 120.0 0.0 0.0 0.0 K1 28.93 0.2576 0.0 0920 0.237 Vel= 10.74 0.0 28.93 26.929 KFactor= 5.57 M11 33.54 1.049 0.0 5.140 35.868 K Factor=5.60 to 120.0 0.0 0.0 0.0 M12 _ 33.54 0.3387 0.0 5.140 1.741 Vel= 12.45 M12 34.34 1.38 0.0 6.940 37.609 KFactor=5.60 to 120.0 0.0 0.0 0.0 502 6T88 0.3282 _ 0.0 6.940 2.278 Vel= 14.56 502 0.0 1.049 E 2.0 0.330 39.887 to 120.0 T 5.0 7.000 0.143 K8 67.88 1.24800.0 7.330 9.148 Vel= 25.20 0.0 67.88 _ 49.178 K Factor= 9.68 M7 33.09 1.049 E 2.0 6.790 34.908 KFactor=5.60 to 120.0 0.0 2.000 0.0 503 33.09 0.3303 0.0 8.790 2.903 Vel= 12.28 503 0.0 1.049 T 5.0 2.330 37.811 to 120.0 0.0 5.000 1.009 K4 33.09 0.3303 0.0 7.330 2.421 Vel= 12.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 7 Mechanical Area Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Fuig's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 0.0 33.09 41241 KFactor= 5.15 M9 33.84 1.049 E 2.0 6.790 36.527 K Factor=5.60 to 120.0 0.0 2.000 0.0 504 33.84 0.3444 0.0 8.790 3.027 Vel= 12.56 504 0.0 1.049 T 5.0 2.330 39.554 to 120.0 0.0 5.000 1.009 K6 33.84 0.3445 0.0 7.330 2.525 Vel= 12.56 0.0 33.84 43.088 KFactor= 5.16 M6 34.84 1.049 T 5.0 0.710 38.711 K Factor=5.60 to 120.0 0.0 5.000 0.0 K3 34,84 0.3634 0.0 5.710 2.075 Ve1= 12.93 0.0 _... 34.84 40.786 K Factor= 5.46 M8 35.22 1.049 T 5.0 0.710 39.548 KFactor=5.60 to 120.0 0.0 5.000 0.0 K5 35.22 0.3706 0.0 5.710 2.116 Vel= 13.07 0.0 _.. . 35.22 _ 41.664 KFactor= 5.46 M10 35.89 1.049 T 5.0 0.710 41.078 KFactor=5.60 to 120.0 0.0 5.000 0.0 K7 35.89 0.3839 0.0 5.710 2.192 Vel= 13.32 0.0 35.89 43.270 KFactor= 5.46 M14 37.93 1.049 E 2.0 6.830 45.878 K Factor=5.60 to 120.0 0.0 2.000 0.0 505 37.93 0.4253 0.0 8.830 3.755 Vel= 14.08 505 0.0 1.049 T 5.0 0.330 49.633 to 120.0 0.0 5.000 0.143 K10 37.93 0.4251 0.0 5.330 2.266 Vel= 14,08 0.0 37.93 52.042 KFactor= 5.26 M13 38.47 1.049 T 5.0 1.770 47.198 KFactor=5.60 to 120.0 0.0 5.000 0.0 K9 38.47 0.4366 0.0 6.770 2.956 Vel= 14.28 0.0 38.47 50.154 KFactor= 5.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 dtt:N . . . Fire Protection by Computer Design HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield,MA 01085 413-642-3287 Job Name : LIVE 155 Building Live 155 Location Standpipe System Standpipe Contract : 0292CMA Data File : LIVE 155 Standpipe Calc WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 LIVE 155 Date HYDRAULIC DESIGN INFORMATION SHEET Name - Live 155 Date - 10-11-16 Location - Standpipe Building - Live 155 System No. - Standpipe Contractor - Hampshire Fire Protection LLC Contract No. - 0292CMA Calculated By - SL Drawing No. - FP1 Occupancy - Light Hazard S (X)NFPA 14 Number of Standpipes ( )1 ( )2 (X)3 ( )4 ( ) Y ( )Other S ( )Specific Ruling Made by Date T E Flow at Top Most Outlet - 250 Gpm System Type Psi M Pres. at Top Most Outlet - 100 Pei (X) Wet ( ) Dry Flow For Ea. Additional Standpipe - 250 Gpm D Total Additional Flow - 500 Gpm E Elevation at Highest Outlet - 40 Feet 5 Hose Valve Connection (x) 1 1/2" (X)2 1/2" I Class Service ( )I ( ) II (X)III G Note:2 1/2" hose valve with 1 1/2" reducer N Manual Standpipe Calculation Gpm Required 1000 Psi Required 143.812 FDC Summary C-Factor Used: Overhead 120 Underground N/A W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - N/A Cap. T Time of Test - N/A Rated Cap. N/A Elev. N/A E Static (Psi) - N/A @ Psi N/A R Residual (Psi) - N/A Elev. N/A Well Flow (Gpm) - N/A Proof Flow Gpm N/A S Elevation - N/A D _ P Location: N/A P L Source of Information: No water supply. Fire department to provide water Y See general notes on FP1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C HAMPSHIRE FIRE PROTECTION LLC Page 2 LIVE 155 Date City Water Supply: Demand: C1-Static Pressure : 150 DI Elevation : 17324 C2-Residual Pressure 156 D2-System Flaw Hosel D o2-Residual Flow : 1000 02-SysteemmanPressure d) : 143.812 : 11010 D3-System Demand 1000 Sakty Margin 6 18 180 168 156 Cl C? Or P 144 • 132 63- E ?E 120 s 108 s 96 H 84 Rn E 60 jt 48 36 24 D1 12 100 200 300 400 500 600 700 800 900 FLOW(N"185) Computer Programs by Hydratec Inc. Route 111 Windham N .USA 03087 Fittings Used Summary HAMPSHIRE FIRE PROTECTION LLC Page 3 LIVE 155 Date F ming Legend Adorer. Nana 3 V. 1 1% r6 2 2% 3 300 a 5 6 8 II 12 14 16 16 20 24 B NEPA 13BuveblyValve 0 0 0 0 0 5 7 10 0 12 9 IR 12 19 21 0 0 0 0 0 E NWA 1390Standard Elbow I 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 S NEPA 13 Swing Check a 0 5 7 9 II 14 16 19 22 27 32 45 55 65 I NEPA 1390'Fhwlbm Tee 3 4 5 6 6 10 12 15 17 20 25 30 35 50 60 71 01 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note FiNng Legend provides equivalent pipelengths for fittings types of vahous diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CEactors at 120 except as noted with'. The fittings marked with a`show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFaclors and they require no adjustment All values for fittings not marked with a'will be adjusted in the calculation for°Factors of other than 120 and diameters other then Sched 40 per NFPA Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 HAMPSHIRE FIRE PROTECTION LLC Page 4 LIVE 155 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure FOC 150.0 150 1000.0 150.0 1000.0 143.812 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H01 40.0 100.0 250.0 ST1 40.0 109.26 ST2 29.25 114.08 ST3 9.667 124.34 L04 9.667 133.04 ST4 10.5 133.52 ST5 9.0 135.53 RT1 9.0 136.98 FDC 0.0 143.81 1-102 29.25 104.82 250.0 1-103 40.0 108.95 250.0 J01 40.0 118.21 J02 10.5 131.63 H04 40.0 109.42 250.0 K01 40.0 118.68 K02 9.167 132.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams- 2007 HAMPSHIRE FIRE PROTECTION LLC Page 5 LIVE 155 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes """ Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1-101 250.00 2.469 T 12.0 31.000 100.000 Qa=250 to 120.0 0.0 12.000 0.0 ST1 250.0 0.2154 0.0 43.000 9.263 Vel= 16/5 ST1 0.0 4.26 0.0 10.667 109.263 to 120.0 0.0 0.0 4.656 ST2 250.0 0.0151 0.0 10.667 0.161 Vel 5.63 ST2 250.00 4.26 E 13.167 19.500 114.080 to 120.0 0.0 13.167 8.481 ST3 500.0 0.0545 0.0 32.667 1.781 Vel= 11.25 ST3 0.0 4.26 3E 39.501 120.000 124.342 to 120.0 0.0 39.501 0.0 L04 500.0 0.0545 0.0 159.501 8.695 Vel= 11.25 L04 0.0 6.357 3E 52.808 43.000 133.037 to 120.0 B 12.573 65.381 -0.361 ST4 500.0 0.0078 0.0 108.381 0.842 Vel 5.0.5 _ ST4 250.00 6.357 3E 52.808 30.000 133.518 to 120.0 0.0 52.808 0.650 ST5 750.0 0.0164 0.0 82.808 1.360 Vel= 7.58 ST5 250.00 6.357 T 37.72 14.000 135.528 to 120.0 0.0 37.720 0.0 RT1 1000.0 0.0280 0.0 51.720 1.447 Vel= 10.11 RT1 0.0 6.357 3E 52.808 12.000 136.975 to 120.0 S 40.235 93.043 3.898 FDC 1000.0 0.0280 0.0 105.043 2.939 Vel= 10.11 0.0 1000.00 143.812 KFactor= 83.39 1-102 250.00 2.469 T 12.0 31.000 104.817 Oa=250 to 120.0 0.0 12.000 0.0 ST2 250.0 0.2154 0.0 43.000 9.263 Vel= 16.75 0.0 250.00 114.080 K Factor= 23.41 1-103 250.00 2.469 T 12.0 31.000 108.946 Qa=250 to 120.0 0.0 12.000 0.0 J01 250.0 0.2154 0.0 43.000 9.263 Vel 16.75 J01 0.0 4.26 E 13.167 29.500 118.209 to 120.0 0.0 13.167 12.776 J02 250.0 0.0151 0.0 42.667 0.645 Vel= 5.63 J02 0.0 4.26 2E 26.334 30.000 131.630 to 120.0 B 15.8 94.802 0.0 ST4 250.0 0.0151 2T 52.668 124.802 1.888 Vel= 5.63 0.0 250.00 133.518 KFactor= 21.64 H04 250.00 2.469 T 12.0 31.000 109.417 Qa=250 to 120.0 0.0 12.000 0.0 KO1 250.0 0.2154 0.0 _ 43.000 9.262 Vel= 16.75 KO1 0.0 4.26 E 13.167 31.000 118.679 to 120.0 0.0 13.167 13.354 K02 250.0 0.0151 0.0 44.167 0.668 Vel= 5.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams HAMPSHIRE FIRE PROTECTION LLC Page 6 LIVE 155 Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""*" Notes Point 01 Pf/Ft Eqv. Ln. Total Pf Pn K02 0.0 426 5E 65.835 90.000 132.701 to 120.0 T 26.334 92.169 0.072 ST5 250.0 0.0151 0.0 182169 2.755 Vel= 5.63 0.0 250.00 135.528 K Factor= 2147 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087