Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit #351 - 75 MILK STREET 10/30/2009
BUILDING PERMIT o "°oT 6 3� b° TOWN OF NORTH ANDOVER s6 0 APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received ATEo gSSACHU`��t Date Issued: Z2f I ORTANT: Applicant must complete all items on this page LOCATION nnt` PROPERTY OWNER Print MAP NO: PARCEL:_ ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential E New Building One family ✓ Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer " DESCRIPTION OF WORK TO BE PREFORMED: E Identification Please Type or Print Clearly) OWNER: Name: 4 k f Pteerip-lS Phone:qqR J) Address: tZ/ /?J b ocili l2. CONTRACTOR Name: g _ljq!5aA?rr Phone: !lj? j3 ?q 85 Address:('pCi- 2r =L ,ZZA Supervisor's Construction License: 7 Exp. Date: Home Improvement License: Exp. Date: �=© e-L GAG Nvry ARCHITECT/ENGINEER Phone: q I)4 q Address: C m c yy t S i .&L/02U/cc Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: �� fReceipt No.: NOTE: Persons contracting wit `unYe�" re ntractors do not have access to the guaranty fund ignature of Agent/Owner A Signature of contractor i Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits, require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot'Plar ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of . And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2008 Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on -Signature COMMENTS i'Z VV HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes 11 rQ Planning Board Decision: Comments j Conservation Decision: Comments Water & Sewer Connection/signature G� tivevJa Permit DPW Town Engineer: Signature: 7-1 Lo ated 384 Os ood treet /. FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main-Street Fire Department signature/date ,. COMMENTS r Dimension Number of Stories: j Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location mast or service drop Q PP requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2009 _ Location No. Date MORTM TOWN OF NORTH ANDOVER, � - s Certificate of Occupancy $ /o V �' b °•''tom Building/Frame Permit Fee $ �1 ` C14 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ _ Check # 2250-10 / wilding Inspector f' - Date.O//?. . . ... . . NORTH .k 6 TOWN OF NORTH ANDOVER 0 PERMIT FOR GAS INSTALLATION SACHUS This certifies that . . "rfp(k.1. . . . . . . . . . has permission for,gas installation . . . . . . . . . . . . . . . . . . . . . . . in the buildings of . . . -r.7 . . . . . . . . . . . . . . . . . . . . . . . . at . 7) .-- .I-Ai j//7 . . . . . . . . . . . . North Andover, Mass. (P Fee. .30. 7., Lic. No...0 . . . . . . . .1 . . . . . . GASINSPECTO Check 4 A71,11 7270 s MASSACHUSETTS UNUFORM APPLICATON FOR PERMUf TO DO GAS FITTING (Type or print) Date 2 / NORTH ANDOVER,MASSACHUSETTS Building Locations /. .� ! I i l� /C Permit# Amount$ 1 Owner's Name NewEV Renovation ❑ Replacement ❑ Plans SubmittedIs ❑ O. w Z Z O w IGag�5 U F Z [-+ Fx„ W W U > O F U> � C4 Q w a '� �• o °o w ° m x o x � � 3 c U a u x > o a o SUB -BASEM ENT t BASEMENT 1ST. FLOOR 2ND . FLOOR 3RD . F L 0 0 R 4TH . FLOOR 5TH . FLOOR 6TH . F L 0 0 R 7TH . FLOOR -8TH . •FLOOR (Print or e Check one: Certificate Installing Company Name 1 1 ❑ Corp. Address 2 `/ 0W i DI-1 4 / El Partner. I Zvi --eQ M 19?1 (n) usmess a ep one Firm/Co. Name of Licensed Plumber or Gas Fitter INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes ❑ No® If you have checked. es,please indicate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity 1:3 Bond Owner's Insurance Waiver: I am aware that the.licensee does not have the Insurance coverage required by Chapter 142 of the Mass.General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent 0 I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massac s State �Coand Chapter 142 of the General Laws. By. Signature of Licensed Plumber Or Gas Fitter Title ❑ Plumber (� T 3 0 VL P City/Town Gas Fitter License Number ElMaster APPROVED(OFFICE USE ONLY) � Journeyman The Commonwealth of Massachusetts Department o f Industrial Accidents Office of Investigations 600 Washington Street Boston, ALL 02111 www-massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizafion/Individual): Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate box: ❑ I am a employer with 4. ❑ I am a general contractor and I Type of project(required): employees full * 6. New construction ( and/or part-time). have hired the sub-contractors ❑ hon 2.❑ I am a sole proprietor or partner- listed on the attached sheet I 7• ❑Remodeling ship and have no employees These . sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. [No workers' comp. insurance 5. 9. ❑Building addition p ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no insurance required.] t 12.❑Roof repairs q ] employees. [No workers' comp.insurance required.] 13.❑Other . `mi,applicant that check--box#1 must also,fill bet the section below: �"•n s ob their wo^a s'comb sation tic +: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the.name of the sub-contractors and their workers'comp pohcv information. Iam an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: 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 $250.00 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. Ido hereby certify under the pains andpenalties of perjury that the information provided above is true and correct Signature: Date.: Phone#: F70ar only. Do not write in this area, to be completed by city or town officiaL n: Permit/License# hority(circle one): Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#: Information as d Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every pc--non in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation orother legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including t1ae legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartnxents and who resides therein,or the occupant of the . dwelling house of another who employs persons to.do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be stere to sign and date the affidavit The affidavit should be retuned to the city or town that the application for the pernait or license k4 Veing requested,not the Department of Industrial a Accidents. Should you have any questions regardiixg the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to_than k you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth ofMassa.chusetts Department of Industrial Accidents Office of Investfi ati�ons. 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax#617-727-7749 www.mass._aov/dia MERRIMACK ENGINEERING SERVICES, INC, PROFESSIONAL ENGINEERS LAND SURVEYORS PLANNERS 66 PARK STREET• ANDOVER,MA 01810•(978)475-3555,373-5721 • FAX(978)475-1448• E-MAIL info@merrimackengineering.com April 3, 2010 Mr. Gerald Brown, Building Inspector Town of North Andover 1600 Osgood Street North Andover, MA 01845 RE: New House Construction 75 Milk Street North Andover, MA Milk Street Properties Dear Mr. Brown: Please be advised that on April 3, 2010, 1 inspected the framing of the building and the two LVL's have been properly sized and installed and I approve them and the framing of them. Please contact me should you have questions or comments. 110d� , Very truly yours, vIADMNH L �� MERRIMACK ENGINEERING SERVICES NEM��IS s/ANAL Vladimir Nemchenok, P.E. Project Engineer cd Date.`-� "°R'M TOWN OF NORTH ANDOVER f 1 PERMIT FOR PLUMBING Ss US This certifies that . . . . . . . . has permission to perform _ . - �. . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . at. . ?. . . .-.; '. . . ; . . . . . ... . ., North Andover, Mass. Fee��e�". .Lic. No �Y.?.'�- �. �: r,7 . . . . . . . . . . . . . . PLUfy1,BING INSPECTOR Check # .30 �a 6 MASSACHUSETTS UNIFORM"PLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Building Location . Jt i � � DatePermit E. Owner Amount New Renovation Replacement ❑ Plans Submitted Yes No FIXTURES rr u S[1mm BMW MR= 1 I a Ir MEMM 3MEWM 4MEW e sMR01r, 6MELOCR 7MHfM gm R" (Print or type) n R Check one: Certificate Installing Company Name S�S� ✓/�F/ {/.�„ Cc,� ,.� ❑ Corp. Address r' Partner. N Business Telephone F'um/Co Name of Licensed Plumber: (l.#.y/k/d 5 " Insurance Coverage: Indicate the_qTe of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ❑ Bond r Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance ignatme Owner Agent ❑ I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By: Signature ot 7,icense4ar1LUUUUr Title Type of Plumbing License City/Town icense um Pr Master Journeyman APPROVED(OFFICE USE ONLY e_ e The Commonwealth of Massachusetts Department of Industrial Accidents Office of Lnvestigations 600 Washington Street Boston, AM 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): J ,�' Address: z/'7 Ii1L/�i,c. /L1�v15 /L�t r City/State/Zip: a// d1j-3 1-. Phone#: Are u an employer?Check the appropriate box: Type of oject(required): 1. I am a employer with_�_ 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6• New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 ?. ❑Remodeling ship and have no employees These sub-contractors have 8. F]Demolition working for me in any capacity. workers' comp.insurance. [No workers' comp. insurance 5. 9• ❑Building addition p ❑ We are a corporation and its required.] officers have exercised their 10.E]Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself [No workers' comp. c. 152,§1(4),and we have no 12,0 Roof repairs insurance required.] t employees. o [N workers' 13.0 Other comp.insurance required.] %.UY applica^.t that checks box yl must also fill out the sectors be o ovr Their work��'comp=saf-ion 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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am ann employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: V Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: 7.� G � C l ' City/State/Zip:., //J r 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$250.00 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 oder the pai s andpenalties ofperjury that the information provided above is true and correct Signature: Date.: ,T- Phone#: Offtci7aey. Do not write in this area, to be completed by city or town officiaL City oPermit/License# Issuinty(circle one): 1.Bolth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. OthConta : Phone#: V Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,ioral or written. An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,"supply sub-contractor(s)name(s),address(es) and phone nurnber(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners,.are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to tie city or town th- a-t the application for the permit or License is being requested,not the Department.of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each •.Y year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington.Street Boston,MA 021.11 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax #617-72.7-7749 Revised 5-26-05 www.mass.govfdia RCO�RS P�CCO 1���J 2 2� e0 C2 A15 LOT_ "0-1 A �e 19 AREA= 124,628 S.F. 31 00 =2.8611 AC. 00 N �p Zg.41 J c20 N A14 'vTOP OF FOUNDATION tai C18 z Z EL=222.40 A 00 C254 7i — .0 C17 C21 W A13 N C24 51.12' 62.91' 156.44' �. Ai2 00 C22 3 S8804401 0$'E N 120.00' cA co 1 C 0`6,+ w O A v M N/F MURpyY W c.r+ �92a A8 7 N� OUROANI LJ O C-) O e�1 A6 le NOTES PLAN OF LAND � I. ZONE DISTRICT IS R3 WHICH REQUIRES 30' FRONT, IN �S•. � 04 20' SIDE AND 30' REAR YARD SETBACKS. 2. WETLAND SHOWN FROM DELINEATION BY SEEKAMP NORTH ANDOVER, MASSACHUSETTS v ENVIRONMENTAL. LOT 40-1A MILK STREET 3. SEE TOWN MAP #59 LOT #40 FOR THE SITE. DRAWN FOR MILK STREET PROPERTIES LLC j 66 PARK STREET CL r ANDOVER, MASSACHUSETTS 01810 0 1` Y SCALE: 1"=40' DATE: DECEMBER 4, 2009 o 0 20' 40' 80' 120' o R'" ra. TOWN MAP #59 TOWN LOT #40 ' MERRIMACK ENGINEERING SERVICES 1. .. 12/4/09 66 PARK STREET } STEPHEN E. S ,' ` R.L.S. DATE ANDOVER, MASSACHUSETTS 01810 '-7S'- /\-7/.,L A- S-f-' NORTH Town of t 4Andover �_ , t _- LAKE o dover, Mass., J `` C OC HICHEWICK ADRATED P? \ -`C7 S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System r BUILDING INSPECTOR THIS CERTIFIES THAT............................ ....... J..:.{...... �s,,� ES.... Foundation has permission to erect........................................ buildings on .....7 Rough f. . '� ;. ... ..... ........ to be occupied as.....................................C740.� 4- ..... .. .0 ...... .f./ ,'. .... ..... � �1°�/...... Chimney provided that the person accepting this permit shall in every respect conform to the terms f the application o Ile in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, oration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION S TS Rough ........................ :..... ...ems. ...... .... ...l, , ............. Service UILDING INSPECTOR Final Occupancy -Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. � c REScheck Software Version 4.1.2 Compliance Certificate Report Date:07/13/09 Data filename:Untitled.rck Energy Code: 2000 IECC Location: Haverhill,Massachusetts Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 6413 Construction Site: Owner/Agent: Designer/Contractor: 89 Milk Street Joel Gagnon North Andover,MA 01845 Architexture 8 Richmond Street Haverhill,MA 01830 978.374.1497 Compliance:22.1%.Better Than Code Maximum UA:524 Your UA:408 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2664 30.0 0.0 93 Ceiling 2:Cathedral Ceiling(no attic) 114 30.0 0.0 4 Wall 1:Wood Frame,16"o.c. 1980 19.0 0.0 96 Window 1:Vinyl Frame:Double Pane with Low-E 277 0.320 89 Door 1:Solid 24 0.350 8 Door 2:Glass 78 0.350 27 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2752 30.0 0.0 91 Furnace 1:Forced Hot Air90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building as b n designed to meet the 2000 IECC requirements in RESch k Version 4.1.2 and to comply with the mandatory requirement liste in the Scheck Inspection Checklist. I, # a7Name-Title SignMat ur Date Project Title: Page 1 of 1 Data filename: Untitled.rck Report date: 07/13/09 t REScheck Software Version 4.1.2 Inspection Checklist Date:07/13/09 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.350 Comments: ❑ Door 2:Glass,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Makes and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title: Page 2 of 4 Data filename: Untitled.rck Report date: 07/13/09 1 Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-6.5. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 1816. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Fi Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Page 3 of 4 Data filename: Untitled.rck Report date: 07/13/09 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1' and Less 1.25'to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 _ 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Page 4 of 4 Data filename: Untitled.rck Report date: 07/13/09 The Commonwealth of Massachusetts ; . Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, A" 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): ) Address: � 022 h City/State/Zip: ��, y / / L �,�► 01936 Phone#: 3 9��,5 r Are you an employer? Check the appropriate box- Type of project(required): 1.❑ I am a employer with 4. © I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* ave hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its .10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp.insurance required.] _.. u, .;ppli„ant that checks box n...._t,,,,,�.,ll out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. /+Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. r ' I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self4ns.Lic.#: Expiration Date: Job Site Address: City/State/Zip: 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 $250.00 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 under the pai anpenalties ofperjury that the information provided above is true and correct Signafore: j C 6�,�aDate: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# 1 Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state-or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability.Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or'license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,IIIA 0.2111 Tel. # 617-7274900 ext 406 or 1-877-MASSAFE � Revised 5-26-05 Fax# 617-727-7749 www.mass.gov/cha Atlantic D Oigjl P.O. Box 496, Greenland, NH 03840 jC�so Phone 603-418-0764 ur��s Ltd, Fax 603-418-6375 Fire Protection Design Services asdrnh@gmail.com HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJE ,T LOCATION 77 Milk Street H oF� North Andover Massachusetts CONTRACTOR F 391ft Merrimack Engineering Services ~ 66 Park Street Andover Massachusetts 209942 Rev.-- THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS,WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS, MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. i /, PPV H Y D R A U L I C C A.L C U L A T I 0 N S COVER S H E E T. Group Home N Andover Ma Test # 1 W A T E R S U P P L Y STATIC PRESSURE (psi) 56 RESIDUAL PRESSURE (psi) 50 RESIDUAL FLOW (gpm) 1239 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (p'si) 7.14 THIS SYSTEM OPERATES AT A FLOW OF 26.09 gpm AT A PRESSURE OF 21. 66 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 002 SCHEDULE 10 001 SCHEDULE 40 a Group Home N Andover Ma Test # 1 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation .above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 101 4 . 90 8.00 13.00 7. 67 0. 63 7.04 102 4 . 90 8.00 13.09 7. 14 0.00 7.14 THE SPRINKLER SYSTEM FLOW IS 26.09 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 56.00 psi RESIDUAL PRESSURE 50.00 psi AT 1239.00 gpm TOTAL SYSTEM FLOW 26.09 gpm AVAILABLE PRESSURE 60.33 psi AT 26.09 gpm OPERATING PRESSURE 22.86 psi AT 26.09 gpm PRESSURE REMAINING 37.47 psi THE ABOVE RESULTS INCLUDE 7.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Group Home N Andover Ma Test # 1 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=,Swing Check Valve ----------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 26.09 120.00 23 5.63 120 18 1. 985 0.010 0.000 22.86 21. 66 1.19 2 3 26..09 12.00 222 9. 66 120 2 1. 682 0.021 3.467 21. 66 10.73 7.46 3 4 26.09 16.00 32 9.00 120 1 1. 610 0.026 0.000 10.73 10.08 0. 66 4 9 26.09 43.00 3 6.40 120 1 1. 610 0.026 0.000 10.08 8.77 1.30 9 101 26.09 1.00 3 4.20 120 1 1.049 0.212 0.000 8.77 7.67 1. 10 101 102 13.09 9.00 0 0.00 120 1 1.049 0.059 0.000 7.67 7.14 0.53 A MAX. VELOCITY OF 9. 68 ft./sec. OCCURS BETWEEN REF. PT. 9 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Group Home N Andover Ma Test# 1 150.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 U 6a.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 0 Supply: 50.00 psi [ 1239.00 gpm FLOWDemand: 22.86 psi @ 26.09 gpm prinkler S -CALC 7.2 Win H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T Group Home N Andover Ma Test # 2 W A T E R S U P P L Y STATIC PRESSURE (psi) 56 RESIDUAL PRESSURE (psi) 50 RESIDUAL FLOW (gpm) 1239 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 17.9 MINIMUM PRESSURE PER SPRINKLER (psi) 18.16 THIS SYSTEM OPERATES AT A FLOW OF 35. 99 gpm AT A PRESSURE OF 50.34 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 002 SCHEDULE 10 001 SCHEDULE 40 II Group Home N Andover Ma Test # 2 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ) TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 201 4.20 18.00 18.09 19.75 1.20 18.55 202 4 .20 18.00 17.90 18.16 0.00 18.16 THE SPRINKLER SYSTEM FLOW IS 35.99 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 56.00 psi RESIDUAL PRESSURE 50.00 psi AT 1239.00 gpm TOTAL SYSTEM FLOW 35.99 gpm AVAILABLE PRESSURE 60.32 psi. AT 35. 99 gpm OPERATING PRESSURE 52.51 psi AT 35.99 gpm PRESSURE REMAINING 7:81 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Group Home N Andover Ma Test # 2 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting .1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 35.99 120.00 23 5. 63 120 18 1. 985 0.017 0.000 52.51 50.34 2. 17 2 3 35.99 12.00 222 9.66 120 2 1. 682 0.039 3.467 50.34 40.04 6. 84 3 4 35. 99 16.00 32 9.00 120 1 1. 610 0.048 0.000 40.04 38.84 1.20 4 5 35. 99 5.00 33 12.80 120 1, 1. 610 0.048 0.000 38.84 37. 99 0.85 5 6 35. 99 4 .00 3 6.40 120 1 1. 610 0.048 0.000 37.99 37.49 0.50 6 10 35.99 10.00 33 10. 60 120 1 1.380 0.101 4 .333 37.49 31.07 2.09 10 11 35.99 2.00 3 4 .20 120 1 1.049 0.385 0.000 31.07 28. 68 2.39 11 201 35.99 19.00 3 4.20 120 1 1.049 0.385 0.000 28. 68 19.75 8. 94 20-1 202 -17. 90 15.00 0 0.00 120 1- 1.049 0.106 0.000 19.75 18.16 1.58 A MAX. VELOCITY OF 13.35 _ft. /sec. OCCURS BETWEEN REF. PT. 11 AND 201 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Group-Home N Andover Ma Test#2 150.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 . ..... S 80.00 S 70.00 U 60.00 R 50.00 -~~ E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supp(v 50.00 psi @ 1239.00 gpm FLOW Demand: 52.51 psi @ 35.99 gpm - prihkier- LC 72 Win HYDRAULIC C A L C U .L A T IONS C 0 V E R S H E E T Group Home N Andover Ma Test # 3 W A T E R S U P P L Y STATIC PRESSURE (psi) 56 RESIDUAL PRESSURE (psi) 50 RESIDUAL FLOW (gpm) 1239 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 7.04 THIS SYSTEM OPERATES AT A FLOW OF 26.40 gpm AT A PRESSURE OF 36.98 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 002 SCHEDULE 10 001 SCHEDULE 40 Group Home N Andover Ma. Test # 3 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above-water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 301 4 .90 28.00 13.40 7.48 0.00 7.48 302 4 . 90 28.00 13.00 7.04 0.00 7.04 THE SPRINKLER SYSTEM FLOW IS 26.40 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 1 [ ] 0.00 gpm THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES &. FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 56.00 psi RESIDUAL PRESSURE 50.00 psi AT 1239.00 gpm TOTAL SYSTEM FLOW 36.40 gpm AVAILABLE PRESSURE 55.99 psi AT 36.40 gpm OPERATING PRESSURE 38.20 psi AT 36.40 gpm PRESSURE REMAINING 17.79 psi THE ABOVE RESULTS INCLUDE 7.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE D Group Home N Andover Ma Test # 3 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1-4 5. Elbow-, 2=90 Elbow, 3- .T /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi). (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 26.40 120.00 23 5.63 120 18 1. 985 0.010 0.000 38.20 36.98 1.22 2 3 26.40 12.00 222 9.66 120 2 1.682 0.022 3.467 36. 98 26.04 7.47 3 4 26.40 16.00 32 9.00 120 1 1.610 0.027 0.000 26.04 25.37 0. 67 4 7 26.40 19.00 3 6.40 120-' 1 1.610 0.027 0.000 25.37 24 .68 0.68 7 8 26.40 6.00 32 5. 90 120 1 1.049 0.217 0.000 24.68 22.10 2.59 8 12 26. 40 20.00 23 7.50 120 1 1.380 0.057 8.667 22.10 11.86 1.57 12 13 26.40 2.00 3 4.20 120 1 1.049 0.217 0.000 11.86 10.51 1.35 13 14 26.40 8.00 3 4.20 ..120 1 1.049 0.217 0.000 10.51 7.86 2.65 14 301 13.40 2.00 3 4.20 120 1 1.049 0.062 0.000 7.86 7.48 0.38 14 302 13.00 10.00 3 4.20 120 1 1.049 0.058 0.000 7.86 7.04 0.83 A MAX. VELOCITY OF 9.8 ft./sec. OCCURS ,BETWEEN REF. PT. 7 AND 8 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. ` a WATER SUPPLY/DEMAND GRAPH Group Home N Andover Ma Test #3 150.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 S 80.00 _ __ S 70.00 U 60.00 ....... R 50.00 E 40.00 Q 30.00 _. 20.00 10.00 0.00 0 500 1000 1500 2000 - . Supply: 50.00 psi 0 1239.00 gpm FLOW Demand: 38.20 psi 36.40 gpm Sprinkler-CALL 7.2 Win ES-A-2006 AL Series 200B AME s Double Check Valve Assemblies - FIRE&WATERWORKS Sizes:1/2"—2" (15—50mm) ' Cdr 4`F 4 2006 Features Series 200B Double Check Valve Assemblies are designed to protect drinking • Cast bronze construction water supplies from dangerous cross-connections in accordance with national • Separate access,top entry check plumbing codes and water authority requirements. valve design • Reversible seat disc rubber, This series may be used in only those cross-connections identified by local extends check valve life inspection authorities as non-health hazard applications.Check with the local • Chloramine resistant elastomers authority having jurisdiction regarding vertical orientation, frequency of testing • Replaceable seats and seat discs or other installation requirements.Series 200B meets the requirements of • Compact design ASSE Std.1015 and AWWA Std.C510. • Top mounted screwdriver slotted ball valve test cocks • Low pressure drop Specifications • '/z°—1"(15—25mm)'have Tee Double Check Valve Assembly shall be installed at each noted location. handles Provide assembly with integral shutoff valves that conform to ASSE 1015 and • No special tools required for AWWA C510.The assembly shall have top entry access points for each check servicing assembly, screw driver slotted test cocks and require the use of no special Plastic on plastic check guiding tools for servicing.All wetted rubber parts shall be manufactured from silicone reduces potential binding due to or chloramine resistant EPDM rubber.All valve seats and seat discs shall be mineral deposits replaceable.Seat discs shall be reversible to extend check valve life.Check valve guiding shall be plastic to plastic.The assembly shall be an Ames Company Series 200B. Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Ames product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service:Ames re- serves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such.changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Available Models Materials Suffix: Body: Bronze S-bronze strainer Elastomers: Chloramine resistant silicone and EPDM LH-locking handle ball valves. Check Seats and Disc Holders: PPO HC-21/2"inlet/outlet fire hydrant fittings(2"valve) B-quarter-turn ball valves PC-internal polymer coating Standards C&T-test cock cap&tether AWWA Std C510 compliant LBV-less ball valves A-street elbows with quarter-turn ball valves Approvals Prefix: 0892 �® ca-Us U-union connections c Pressure-Temperature Operating Pressure:175psi(12.07 bar) IMPORTANT-Inquire with governing authorities for Operating Temperature Range:_33°F-180°F(5°C-82°C) local installation requirements. Dimensions —Weights ---•------------•-•----•------------------•--------•----- D ---------•---- ----•----•---------•-----•---- A ------------------•---•----•--•----•-------- N B - —� t+—: M G --1 H -•------------------- E -----•-------------- ------- F ---•- 200B, 20OB-S SIZE(ON) DIMENSIONS STRAINER DIMENSIONS WEIGHT A B C D E(LF) F G H M N 2008 20OB-S in. mm in. mm in, mm in. mm in. mm in. mm in. mm in, mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. '/2 15 99/16 242 311/16 94 215/16 73 129/16 318 513/16 147 2'/16 62 111/16 43 3/4 19 V/s 35 23/4 70 2.8 1.3 3.8 1.7 3/4 - 20 121/8 307 41/4 108 31/2 88 1016 393 7"/16 195 31/8 79 2'/16. 52 1'/16 27 15/8 41 33/16 81 4.7 2.1 6.4 2.9 1 25 1413/16 376 49/16 116 3'/8 98 19'h 495 95/8 244 33/4 95 2'/16 62 15116 33 21/8 54 1 33/4 95 7.4 3.4 . 9.4 4.3 1'/4 32 1815/16 480 61/8 156 1 51/e 129 241/16 610 1111/16 297 41/4 108 25/8 67 15/8 41 21/2 64 47/16 113 14.0 6.3 18.0 8.1 Ph.40 1875/16 480 6'/8 156 1 51/8 129 251/4 640 1111/16 297 43/4 121 31/8 79 15/8 41 3 76 1 47/e 1241 16.1 7.3 19.9 9.0 2 50 213/16 538 T/16 179 55/8 142 2815h6 735 133/8 340 53/8 137 37/16 87 115/16 49 39/% 90 515h6 151 25.7 11.6 33.4 15.2 2 III .......................------------------........................... 0 -------------------------------------------------- ............................................. A -------------------------------------------------- ............N---------- -7 C J- C* M G H- ------------------------- E ------------------------ ........F------ U200B, llnU2-" 00D-s SIZE(ON) DIMENSIONS STRAINER DIMENSIONS WEIGHT A b L; D E(fl F G H M N U200B U20OB-S in. mm in. mm in, mm in. mm in. mm in. mm in mm in. mm in. mm in. mm in. mm lbs. kgs. ft. kgs. '/2 15 1513/16 402 0/16 116 37/8 98 1813/16 478 113/8 289 3 76 1"A6 43 15A6 33 13/e 35 21/4 70 7.4 3.4 8.4 3.8 3A 20 104 412 0/16 116 37/8 98 195/8 498 115/16 287 33/8 86 21/16 52 15/16 33 15/B 41 33/16 81 7.9 3.6 9.7 4.4 1 25 175/16 439 0/16 116. 37/8 q� 98 22 558, 113/4 297. .13/A 97/16 F;q 15/16 33 2'/e 54 33/4 95 8.9 4.0 10.9 5.0 11/4 32 207/8 530 61/8 156 51/8 129 26 660 153/8 390 41/4 108 25/8 67 15/8 41 2'/2 64 4'/16 113 17.6 8.0 21.6 9.8 11/2 40 219/16 547 61/8-1561 51/8 129 277/e 708 153/8 390 43/4 121 3'/8 79 Ph 41 3 76 47/8 124 19.8 9.0 23.5 10.7 2 50 247/16 621 71/16 1791 55/8 142 323/16 817 163/4 425 53/8 137 37116 87 1"/16 49 39/16 90 515/16 151 100 136 377 171 D ---------------------- E ------------------ B c G--- H ------------------------------I........ A ---------------------------------- F------- 200B A SIZE(ON) DIMENSIONS WEIGHT B c D F G H 2008 A in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. V2 15 V/8 200 35/16 84 215/16 73 215116 73 Ph6 147 22/16 62 1"A6 43 3/4 19 3.4 1.5 3/a 20 13'/16 340 413/16 121 49/16 116 V/2 AR 7"/16 195 3'/8 79 21/16 52 11/16 27 5.7 2.6 7"), R-,- 1 25 1211/16 322 5 127 43/8 110 37/8 98 95/8 244 33/4 95 27/16 62 15/16 33 1 8.9 4.0- V/4 32 153/16 386 511/16 144 511/16 144 5'/B 129 1111/16 297 41/4 108 25/8 67 15/8 41 115.7 7.1 1'/2 40 1513/16 401 63/16 156 63/16 156 51/8 129 1111/16 297 43/4 121 31/8 79 15/8 41 118.4 8.3 2 50 173/8 441 65/8 168 016 167 55/8 142 133/8 340 53/8 137 37/16 87 115/16 49 1290 131 3 Capacities Typical maximum flow rate(7.5 feet/sec.) 200B 200B A_ U200B '/z"(15mm) 1Ya'(32mm) kPa psi * kPa psi 110 16 138 20 97 14 69 10 103 15 55 8 41 6 69 10 28 4 . — • 34 5 _ 14 2 i 0 0 0 0 0 1 2 3 4 5 6 7 8 9 10 11 12 gpm 0 2 4 8 12 16 20 30 40 50 60 70 75 80 90 100 110 gpm 0 4 8 23 15 19 23 27 30 34 38 42 46 Ipm 8 15 30 46 61 76 114 152 190 228 266 285 304 342 380 418 Ipm 7.5 fps 7.5 fps 2.29 mps 2.29 mps (20mm) 1'/2"(40mm) kPa psi kPa.psi 172 25 * 110 16 138 20 97 1483 12 103 15 69 10 69 10 55 B 41 6 _• -• 34 5 • • 28 4 0 0 14 2 0 0 0 2 4 8 12 16 18 20 24 28 30 34 45 gpm 0 2 4 6 12 16 20 30 40 50 60 70 80 90 100 110120 gpm 8 15 30 46 61 69 76 91 106 114 129 171 Ipm 8 15 23 46 61 76 114 152 190 228 266 304 342 380 418 456 Ipm 7.5 fps 7.5 fps 2.29 mps 2.29, mps kPa psi 1"(25mm) kPa psi 2"(50mm) 97 14 * 97 14 83 12 83 12 69 10 69 10 55 8 '' 55 8 41 6 _ 41 6 28 4 28 4 14 2 14 2 0 0 0 0- 0 2 4 6 12 16 20 30 40 50 60 gpm 0 4 12 20 40 60 80 100 120 140 160 200 gpm 8 15 23 46 61 76 114 152 190 228 Ipm 15 46 76 152 228 304 380 456 532 480 760 Ipm 7.5 fps 7.5 fps 2.29 mps 2.29 mps A M E S M9001 FIRE&WATERWORKS A Division of Watts Regulator Company www.amesfirewater.com I CERTIFIED 1427 North Market Blvd.• Suite #9 • Sacramento, CA 95834 • Phone:916-928-0123• Fax: 916-928-9333 ES-A-200B 0532 ©Ames Fre&Waterworks,2005 2, MINMI; • - • s z: ictaulic V27, K4.2 Model V2738 Residential Horizontal Sidewall Recessed Horizontal Sidewall and Specific Application (Flat A Sloped Ceilings) Quick Response PRODUCT DESCRIPTION These Model V2738 resi- than traditional sand cast ature reaches the rated dential sprinklers are frames.it is cast.vith a temperature of the sprin- designed to meet the hex-shaped wrench boss to kler,the bulb shatters.As a l requirements of the 2002 or allow easy tightening from result,the waterway is ` later NFPA 13,13D and 13R many angles,reducing cleared of all sealing parts Horizontal for residential use.The assembly effort.This sprin- and water is discharged Sidewall V2738 Model V2738 is UL Listed kler is available in various towards the deflector.The for use under smooth flat finishes to meet many deflector is designed to dis- horizontal ceilings and design requirements. tribute the water in a pat- UL sloped ceilings up to and Sprinkler Operation tern that is most effective in including 8/12 pitch.The The operating mechanism controlling the fire. design incorporates state- is a frangible glass bulb Coverage of-the-art,heat responsive, which contains a heat Residential spray coverage frangible glass bulb design responsive liquid.During a up to 16 feet X 20 feet r...� (quick response)for fire,the ambient tempera- A9 m X 6,1 m)room sizes prompt,precise operation. ture rises causing the liquid per NFPA. The die cast frame is more in the bulb to expand. streamlined and attractive When the ambient temper- V2738 Recessed Horizontal Sidewall TECHNICAL SPECIFICATIONS Temperature Rating:See ACCESSORIES. chart on page 2. Installation Wrench: MATERIAL ❑ Open End:V27 SPECIFICATIONS ❑Recessed:Contact Victaulic. \\`/ Deflector:Bronze per UNS Sprinkler Finishes: C51000 IJ plain brass / Bulb:Glass with glycerin solu- O Chrome plated tion. O White painted** / - Bulb Nominal Diameter: O Custom painted" . \ ���JJJJJJ Quick Response:3,0 mm For escutcheons,cabinets and Load Screw:Bronze per UNS other accessories refer to sepa- C65100 rate sheet. Model:V2738 Nominal Thread Size: Pip Cap:Bronze per UNS Style:Residential Horizontal 1/2"NPT(15 mm) C65100 NOTE: Weather resistant recessed Sidewall and Recessed Horizon- Max.Working Pressure: Spring:Beryllium nickel escutcheons available upon request. A For K-Factor when pressure is mea- tal Sidewall 175 psi(1200 kPa) Seal:Teflon*tape sured in Bar,multiply S.I.units by 10.0. Nominal Orifice Size:7/16". Factory Hydrostatic Test: Frame:Die cast brass 65-30 *Teflon is a registered trademark of (12 mm) 100%@ 500 psi(3450 kPa) Lodgement Spring:Stainless Dupont Co. K-Factor:4.2 Imp.(6,1 S.I.A) Min.Operating Pressure: steel per UNS S30200 uL Listed for corrosion resistance. 7 psi(48 kPa) VICTAULIC®IS AN ISO 9001.CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone:1-800-PICK-VIC(1-800-742-5842) Phone:905-884-7444 Phone:32-9-381-1500 Phone:610-559-3300 Phone:65-6235-3035 Fax:610-250-8817 Fax:905-884-9774 Fax:32-9-380-4438 Fax:610-559-3608 Fax:65-6235-0535 e-mail:pickvic@victaulic.com e-mail:viccanada&ctaulic.com e-mail:viceuroQvictaulic.be e-mail:vical&ctaulic.com e-mail:vicapQvictaulic.coln 3809 Rev.B 6!04 ®Registered Trademark,of Victaulic CW copyright 2004 Victaulic SKU 4WCAS-66FJ7K Printed in U.S.A APPROVALS/LISTINGS SMOOTH FLAT HORIZONTAL AND SLOPED CEILINGS(SEE DIMENSIONS AND ROOM SIZE FOR DETAILS) Nominal Approved Temperature Ratings°F/°C$ Nominal K-Factor Orifice Size imperial Deflector Model Inches/mm S.I.^ Response Type UL ULC NYC/MEAt CSFM '/16 4.2 155, 175 155,175 155,175 155, 175 V2738 11 6,1 Quick Horizontal Sidewall 68,79 68,79 68.79 68,79 V2738 7/16 4.2 Recessed Horizontal Sidewall 155. 175 155,175 155,175 155. 175 11 1 g 1 Quick Up to- Adjustment 1 68,79 1 68.79 1 68,79 1 68.79 1 Listings and approval as of printing. 11 For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. t MEA N62-99-E. y RATINGS Temperature-°F/°C Glass bulb fluid is rated for Sprinkler Victaulic Nominal Maximum Glass temperatures ftp to those Temperature Part Temperature Ambient Temp. Bulb shown in adjacent table Classification Identification Rating Allowed Color and down to-67°F(-550Q. Ordinary C 185 10 o Red Intermediate E 17 5 16560 Yellow ORDERING INFORMATION Please specify the following when ordering: J Sprinkler Model Number J K-Factor J Sprinkler Finish U Style J Thread Size U Escutcheon Finish J Temperature Rating J Quantity J Wrench Model Number • Always read and understand installation,care,and maintenance instructions,supplied with each box of sprinklers,before proceeding with"installation of any sprinklers. _ • Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. ®� * installation rules,especially those governing obstruction,must be strictly followed. • Painting,plating,or any re-coating of sprinklers(other than that supplied by Victaulic)is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition.For minimum maintenance and inspection requirements,refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems.In addition,,the authority having jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters,P.O.Box 31,Easton, Pennsylvania 18044-0031,610-559-3300. WARRANTY Refer to the Warranty section of the Current Price List or contact Victaulic for details. AVAILABLE WRENCHES Open End Recessed V2738-No escutcheon V27 V2738-With escutcheon - Contact Victaulic. 40.54-2 DIMENSIONS AND ROOM SIZE 2N4"(76 mm) Residential HSW-V2733 (Drawing not to scab) � 2'(51 mm) 7/1n (41�mm) (10 mm)�_ (11 mm) Figure 1 3/4"Adjustment Vie Recessed—V2738 ("124 mm) (Drawing not to scale) 2'k 4s(14 mm) (33 mm) (33 mm) (54 mm) 4 12' Finished Ceiling 4 i�, Finished Ceiling (102.305 mm) (102-305 mm) i � - 2'(51 mm) 2W(60 mm) 2'V Hole (75 s Min.Hole Max. mm) Finished Surface-� I I Finished Surface- I I Typical Wall {,/(�-Typical Wall MAXIMUM EXTENSION MAXIMUM RECESS Installed under smooth flat horizontal ceilings up to 2/12(9.5°)pitch Min.Flow per Sprinkler . Min.Flow per Sprinkler 4-6"(100-150 mm) 6-12"(150-300 mm) Min. Down from Ceiling Down from Ceiling Installation Nominal for 13R or 13D Systems for 13R or 13D Systems* Room Size Spacing K-Factor 155°&175°F(68°&79"C) 155°&175°F(68°&79°C) Model Feet/meters Feetimeters ImpJS.I.A GPM/LPM @ psi/kPa GPM/LPM @ psi/kPa V2738 12 X 12 8.0 4.2 14 GPM @ 11.1 psi 15 GPM @ 12.8 psi 3,7 X 3,7 2,4 6,1 53,0 LPM @ 77 We 64,3 LPM @ 113 We V2738 14 X 14 8.0 4.2 14 GPM @ 11.1 psi 17 GPM @ 16.4 psi 4,3 X 4,3 2,4 6,1 53,0 LPM @ 77 kPa 643 LPM @ 113 We V2738 16 X 16 8.0 4.2 17 GPM @ 16.4 psi 19 GPM @ 20.5 psi 4,9 X 4.9 2,4 6,1 60 LPM @ 113 We 71,9 LPM @ 141 kPa V2738 16 X 18 8.0 4.2 19 GPM @ 20.5 psi 24 GPM @ 32.6 psi 4,9 X 5,5 2,4 6,1 71,9 LPM @ 141 kPa 90.8 LPM @ 225 kPa V2738 16 X 20 8.0 4.2 23 GPM @ 30.0 psi 28 GPM @ 44.4 psi 4,9 X 6,1 2,4 6,1 87,1 LPM @ 207 kPa 106,0 LPM @ 306 We A For K-Faclor when pressure is measured in Bar,multiply S.I.units by 10.0. 40.54-3 DIMENSIONS AND ROOM SIZE Figure 2 Sloped Ceiling Recessed HSW V2738 (Drawing not to scale) = Slope Fd i�ed Ceiling-/ `I\ I: j Finished Surface a•12' (162.335 non) i I �- 1 �-• . I 2.245'Hde „ - 2'Wu mm) (74 Typical Wall _...r..l (24 mm) Installed under sloped ceilings between 2/12(9.5°)pitch and 8/12(33.7°)pitch-spraying down the slope# Min.Flow per Sprinkler Min.Flow per Sprinkler 4-6”(100-150 mm) 6-12"(150-300 mm) Min. Down from Ceiling Down from Ceiling Installation Nominal for 13R or 13D Systems for 13R or 13D Systems' Room Size Spacing K-Factor 155°&175°F(68°&79°C) 155°&175°F(68°&79°C) Model Feet/meters Feet/meters ImpJS.l.^ GPM/LPM @ pSi/kPa GPM/LPM @ psi/kPa V2738 12 X 12 8.0 4.2 1.4 GPM @ 11.1 psi 15 GPM @ 12.8 psi 3,7 X 3,7 2,4 61 53,0 LPM @ 77 kPa 64.3 LPM @ 113 kPa V2738 14 X 14 8.0 4.2 14 GPM @ 11.1 psi 17 GPM @ 16.4 psi 4,3 X 4.3 2,4 6,1 53,0 LPM @ 77 kPa 64,3 LPM @ 113 kPa V2738 16 X 16 8.0 4.2 17 GPM @ 16.4 psi 19 GPM @ 20.5 psi 4,9 X 4,9 2,4 6,1 64,3 LPM @ 113 We 71.9 LPM @ 141 kPa V2738 16 X 18 8.0 4.2 19 GPM @ 20.5 psi 24 GPM @ 32.6 psi 4,9 X 5.5 2,4 6,1 71,9 LPM @ 141 kPa 90,8 LPM @ 225 kPa V2738 16 X 20 8.0 4.2 23 GPM @ 30.0 psi 28 GPM @ 44.4 psi 4,9 x 6,1 2,4 6,1 87,1 LPM @ 207 kPa 106,0 LPM @ 306 kPa A For K-Factor when pressure is measured in Bar,multiply SA.units by 10.0. -For systems designed to NFPA 13,the number of design sprinklers is to be the four most demanding sprinklers.The minimum required discharge from each of the four sprinklers is to be the greater of the flow rates provided in the table for NFPA 13D and 13R systems and the maximum allowable coverage area or a minimum discharge of 0.1 gpm/it.2 over the design area of the four most demanding sprinklers for the actual coverage areas being protected by lour sprinklers.See NFPA'13,13D.13R for minimum spacing. 4 See Figure 2 above. 40.54-4 DIMENSIONS AND ROOM SIZE Per NFP A y. 4-12" (102-305 mm) ' (444rm�m is cj.P4,',�Mnime e41 upo m Roo m si e) o \j, . I Figure 3 Sprinklers installed to spray across the ceiling (Exaggerated for clarity) Installed under smooth flat horizontal ceilings up to 4/12(18.4")pitch—spraying across the ceiling tt Min.Flow per Sprinkler Min.Flow per Sprinkler 4-6"(100-150 mm) 6-12"(150-300 mm) Min. Down from Ceiling Down from Ceiling Installation Nominal for 13R or 13D Systems for 13R or 13D Systems* Room Size Spacing K-Factor 155°&175"F(68°&79"C) 155°&175°F(68"&79"C) Model Feet/meters Feet/meters ImpJS.l.^ GPM/LPM @ psi/kPa GPM/LPM @ psUkPa V2738 12 X 12 8.0 4.2 17 GPM @ 16.4 psi t 20 GPM @ 22.7 psi 3,7 X 3,7 2,4 6,1 64,3 LPM @ 113 kPa 75,7 LPM @ 156 kPa V2738 14 X 14 8.0 4.2 17 GPM @ 16.4 psi t 20 GPM @ 22.7 psi 4,3 X 4,3 2,4 6,1 64,3 LPM @ 113 kPa 757 LPM @ 156 kPa V2738 16 X 16 8.0 4.2 17 GPM @ 16.4 psi t 20 GPM @ 22.7 psi 4,9 X 4,9 2,4 6,1 64,3 LPM @ 113 kPa 757 LPM @ 156 kPa ^For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. *For systems designed to NFPA 13,the number of design sprinklers is to be the four most demanding sprinklers.The minimum required discharge from each of the(our sprinklers is to be the greater of the flow rates provided in the table for NFPA 13D and 13R systems and the maximum allowable coverage area or a minimum discharge of 0.1 gpm/11.2 over the design area of the four most demanding sprinklers for the actual coverage areas being protected by four sprinklers.See NFPA 13,13D,13R for minimum spacing. t For 1750F(79"C)rating:18 GPM @ 18.4 psi(68,1 LPM @ 127 kPa). tt See Figure 3 above. Installed under sloped ceilings between 4/12(18.4")pitch and 8112(33.7*)pitch—spraying across the ceiling tt (Three sprinkler design)ttt Min.Flow per Sprinkler Min.Flow per Sprinkler 4-6"(100-150 mm) 6-12"(150-300 mm) Min. Down from Ceiling Down from Ceiling Installation Nominal for 13R or 13D Systems for 13R or 13D Systems* Room Size Spacing K-Factor 155°&175"F(68"&79°C) 155°&175"F(68"&79°C) Model Feet/meters Feet/meters ImpJS.l.^ GPM/LPM @ psUkPa GPM/LPM @ psi/kPa V2738 12 X 12 8.0 4.2 17 GPM 0116.4 psi t 20 GPM @ 22.7 psi 3.7 X 3,7 2,4 6,1 64,3 LPM @ 113 kPa 75,7 LPM @ 156 kPa V2738 14 X 14 8.0 4.2 17 GPM @ 16.4 psi t 20 GPM @ 22.7 psi 4,3 x 4,3 2,4 6,1 64,3 LPM @ 113 kPa 75,7 LPM @ 156 kPa V2738 16 X 16 8.0 4.2 17 GPM @ 16.4 psi t 20 GPM @ 22.7 psi 4,9 X 4,9 2,4 6,1 64,3 LPM @ 113 kPa 75.7 LPM @ 156 kPa A For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. For systems designed to NFPA 13,the number of design sprinklers is to be the four most demanding sprinklers.The minimum required discharge from each of the four sprinklers is to be the greater of the flow rates provided in the table for NFPA 13D and 13R systems and the maximum allowable coverage area or a minimum discharge of 0.1 gpm(ft.z over the design area of the four most demanding sprinklers for the actual coverage areas being protected by four sprinklers.See NFPA 13,13D,13R for minimum spacing. t For 175"F(79°C)rating:20 GPM @ 22.7psi(75,7 LPM @ 156 kPa). tt See Figure 3 above. ttt Three Sprinkler Design-When there are more than Iwo sprinklers in a compartment installed along sloped ceilings between 4/12 and 8/12 pitch,three sprinklers must be included in the hydraulic calculation. 40.54-5 NOMINAL WETTING PATTERNS MODEL V2738 MODEL V2738 K4.2 RESIDENTIAL HORIZONTAL SIDEWALL K4.2 RESIDENTIAL HORIZONTAL SIDEWALL 15 GPM(56,8 LPM) 14 GPM(53,0 LPM) g 12'FROM CEILING 4'FROM CEILING 2A —-— — -—- -------- 8' -----_-- --------- r 2,4 m 2,1 m 1,8 m 6' 1.8 m 5' LS m 5' 4' 1,5m 1,2 m 4' 3 1«m 0,9 m T 2' 0,9 m 1 0- 1.8m 1.2 0,6m ( 1,0m 1.2m 1.1M 0,3 m 4 1' 4' 1,2 m 1,2 m 2' �OFIROOM aim 2. C60FIROOM 0' 0.6m.---_--- FIROOM 0' NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 12'X 12'COVERAGE AREA 12'X 12'COVERAGE AREA MODEL V2738 MODEL V2738 K4.2 RESIDENTIAL HORIZONTAL SIDEWALL K4.2 RESIDENTIAL HORIZONTAL SIDEWALL 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) g, _-_-_- 12_FROM CEILING 4"FROM CEILING -— 2,8' ------- 8' --------- ------ — 24m r 2,1 m r 2.1 m 6' B' 1,Bm t.6m 5' g, 1,5m 1,5 m 4' q 1,2 m 1,2 m - 3 3 0,9m 0.9m O,6 m i'6' 4' 2' 0' 2 WV.0,6M 6`2.Im 1,2m O.fim I a6m 4' 1,Bm 1• 2, t1m Q tOFIROOM a3m 2, 1,2m gOFIROOM 0• —O.6m_—_— 0 —O.6m--._—_-----_-----_— NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 14'X 14'COVERAGE AREA 14'x 14'COVERAGE AREA MODEL V2738 MODEL V2738 K4.2 RESIDENTIAL HORIZONTAL SIDEWALL K4.2 RESIDENTIAL HORIZONTAL SIDEWALL 19 GPM(71,9 LPM) 17 GPM(64,3 LPM) 12'FRDMCEILING4_FROMCEILING _-_- -_-_-_- __- 2,4m 8� ------- _-_— 24 m 4e T T' r 2.1 m 2.!m 6' 6' 8 m 1.8m 5' S, 1.5 m 1.5m 4 4 1,2 m 12M 3' 3' 0,9 m 0.9m 6 2. 0,6 m 6' 6' 4' 2' 0' 0,6 m 04. ' 4' LTOM' 2Am 1 4• 1,Bm I 1 4. 1 A 0,3m 1m y 9OFIROOM 03m 2. 1,2m 90FIROOM 0' 0.6 m—_--_---- —_---_—_-- O' O.6m--------_--_—_---___ NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 16'X 16'COVERAGE AREA 16'x 16'COVERAGE AREA NOTES: 1. Data shown is approximate and can vary due to differences in installation. 2. These graphs illustrate approximate wall-wetting patters for these specific Victaulic FireLock Automatic Sprinklers.They are provided as information for guidance and should not be used as minimum sprinkler spacing rules for installation.Sprinkler location shall be in accor- dance with the obstruction rules for residiential sprinklers in NFPA 13(2002 or later edition),Failure to follow these rules and guidelines could adversely affect the performance of the sprinkler and will void all Listings,Approvals and Warranties. 3. Ali patterns are symmetric to waterway. 40.54-6 NOMINAL WETTING PATTERNS MODEL V2738 MODEL V2738 K4.2 RESIDENTIAL HORIZONTAL SIDEWALL K4.2 RESIDENTIAL HORIZONTAL SIDEWALL 24 GPM(90,8 LPM) 19 GPM(71,9 LPM) 6, 12'FROMCEILING-_-_-_ 6, -___-_-4'FROM CEILING _-_-_- -_-_-_- 21m 2.4m nT — T 7' 21 m 6' 6' 1,8 m 9 m 5' S' 1,5 m 1,5 rf 4' 4, 12m 2m 3' 3, 0y m Gy m 2' 0,6 m 8' a' 2' a' 6' e'9 0,6 m 8' 0' 1q, 2' a' 6' 13 9' 2.4m I 2,7m 2!m ( 2.7ro 1' fi' Oym - 4' fym Uym 4' l,Bm 2, 12m CeOFIROOM 2, 1.2m CtOFIROOM 0' a.6m— ---------- ---------- 0' Obm-------- NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 16'x 18'COVERAGE AREA 16'x 18'COVERAGE AREA MODEL V2738 MODEL V2738 K4.2 RESIDENTIAL HORIZONTAL SIDEWALL K4.2 RESIDENTIAL HORIZONTAL SIDEWALL 28 GPM(106,0 LPM) 23 GPM(87,0 LPM) 6, -_-_-_-12_FROMCEILING-- 4°FROM CEILING -_-_ 6, -_-_-_- -_-_-_- 2Am — 2,4m 7' p 2.1 m 2,1 m 6' 6' I's 7 8 m 5, 6, 'LSm 1,Sm 4' 4, I'm 1.2 m 3' 3, a.9ni 0.9m 2' .. 2' 0' 2' 4' 6' 8'10' - 0.6 m I 3.am1, 6' 2.4m I 3,am 0.3m 4' 1.Bm 03m 4' ibm 2. 12m (iOFIROOM 2m12m OFIROOM 0' 0b -------- NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 16'X 20'COVERAGE AREA 16'X 20'COVERAGE AREA NOTES: 1. Data shown is approximate and can vary due to differences in installation. 2. These graphs illustrate approximate wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers.They are provided as information for.guidance and should not be used as minimum sprinkler spacing rules for installation.Sprinkler location shall be in.accor- dance with the obstruction rules for residential sprinklers in NFPA 13(2002 or later edition).Failure to follow these rules and guidelines could adversely affect the performance of the sprinkler and will void all Listings,Approvals and Warranties. 3. All patterns me symmetric to waterway. This product shall be manufactured by Victaulic Company.All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. 40.54-7 • ' ' ``ictauhcr € ON /Rim V271 K4.9 Models V2730 and V2732 Residential Pendent, Recessed Pendent and Specific Application (Flat, Sloped & Beamed Ceilings) -.;.. :. Quick Response PRODUCT DESCRIPTION These Model V27 residen- than traditional sand cast cleared of all sealing parts tt tial sprinklers are designed frames.It is cast with a and water is discharged " to meet the requirements of hex-shaped wrench boss to towards the deflector.The NFPA 13,13D and 13R for allow easy tightening from deflector is designed to dis- residential use in a variety many angles,reducing tribute the water in a pat- of room sizes,depending assembly effort.This sprin- tern that is most effective upon available operating kler is available in various in controlling the fire. V2730 pressure and room configu- finishes to meet many Coverage or ration.Models V2730 and design requirements. Residential spray coverage V2732 V2732 are UL Listed for use - Sprinkler Operation up to 20 feet X 20 feet _ under smooth flat horizon- The operating mechanism (6,1 m X 6,1 m)room sizes Pendent UL USC tal ceilings,sloped ceilings is a frangible glass bulb per NFPA. up to and including which contains a heat �n, 8/12(337)pitch,and These sprinklers meet beamed ceilings.The responsive liquid.During a the requirements of UL g fire,the ambient tempera- " design incorporates state- 1626 that become effec- of-the art,heat responsive, ture rises causing the liquid tive September 25,2004.. . in the bulb to expand. frangible glass bulb design When the ambient temper- i,, (quick response)for ature reaches the rated prompt,precise operation. temperature of the sprin- - The die cast frame is more kler,the bulb shatters.As a Recessed streamlined and attractive result,the waterway is Pendent m\ TECHNICAL SPECIFICATIONS Models:V2730,V2732 MATERIAL ACCESSORIES Style:Pendent and Recessed SPECIFICATIONS Installation Wrench: I Pendent Pendent Deflector: ❑ Open End:V27 Nominal Orifice Size:7/16" Bronze per UNS C51000 ❑ Recessed:V38-3 (12 mm) Bulb:Glass with glycerin solu- Sprinkler Finishes: &� I K-Factor: tion. ❑Plain brass J ❑V2730-4.9Im (7,1 S.I.A)for Bulb Nominal Diameter: Imp. LI Chrome plated room sizes up to 16'(4,9 m). Quick Response:3,0 mm L7 White painted" ❑V2732-4.9 Imp.(7,1 S.I.N for Load Screw.Bronze per UNS ❑ Custom painted— room sizes 18'to 20'(5,5 and C65100 For escutcheons,cabinets and 6,1 m). Pip Cap:Bronze per UNS other accessories refer to sepa- 1 Nominal Thread Size: C65100 rate sheet. 112°NPT(15 mm) Seal:Teflon"tape I` Max.Working Pressure: Frame:Die cast brass 65-30 ^ For n Bar,m when pressure is mea- sured in Bar,multiply S.I,units by 10.0. "1 175 psi(1200 kPa) V 2732 Factory Hydrostatic Test: Teflon is a registered trademark of 100%@ 500 psi(3450 kPa) Dupont Co. or Min.Operating Pressure: 7 psi(48 kPa) "UL Listed for corrosion resistance in all configurations. 'v2730 Temperature Rating:See chart on page 2. NOTE: Weather resistant recessed Exaggerated for Clarity escutcheon available upon request VICTAULIC®IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone:1-800-PICK-VIC(1-800-742-5842) Phone:905-884-7444 Phone:32-9-381-1500 Phone:610-559-3300 Phone:65-6235-3035 Fax:610-250-8817 Fax:905-884-9774 Fax:32-9-380-4438 Fax:610-559-3608 Fax:65-6235-0535 e-mail:pickvic@victaulic.com e-mail:viccanada@victaulic.com e-mail:viceuro@victaulic.be e-mail:vical@victaulic.com e-mail:vicap@victaulic.com 3533 Rev.C 4/04 Registered Trademark of Viclauiic m Copyright 2004 Victaulic Printed in U.S.A. MW �:w APPROVALS/LISTINGS Nominal Approved Temperature Ratings°F/°C$ Nominal K-Factor Orifice Size Imperial Deflector - Model Inches/mm S.I.A Response Type UL ULC NYC/MEAt CSFM§ V2730 1/16 4.9 155,175 155,175 155.175 155. 175 12 71 Quick Pendent 68,79 68,79 68,79 68,79 '/16 4.9 Recessed Pendent 155,175 155,175 155,175 155.175 V2730 12 7,1 Quick Up to W Adjustment 68,79 68,79 68,79 68,79 V2732 '/16 4.9 155,175 155,175 155,175 155. 175 12 71 Quick Pendent 68,79 68,79 68,79 68,79 V2732 '/16 4.9 Recessed Pendent 155,175 155,175 155, 175 155, 175 12 7,1 Quick Up to'W Adjustment 68,79 68,79 68,79 68,79 $Listings and approval as of printing. ^For K-Factor when pressure is measured in Bar,multiply S.l.units by 10.0. t MEA#62-99-E. S CSFM#7690-0531:112 RATINGS Temperature-'F/'C All glass bulbs are rated for Sprinkler Victaulic Nominal - Maximum Glass temperatures from-67°F Temperature Part Temperature Ambient Ceiling Bulb Classification Identification Rating Temp. Color (-55°C)up to those shown in adjacent table. ordinary C 1685 1380 Red Intermediate E 17 5 16560 Yellow ORDERING INFORMATION Please specify the following ❑ Sprinkler Model Number ❑ K-Factor ❑ Sprinkler Finish when ordering: ❑ Style ❑ Thread Size ❑ Escutcheon Finish ❑ Temperature Rating ❑ Quantity ❑ Wrench Model Number • Always read and understand installation,care,and maintenance instructions,supplied with each box of sprinklers,before proceeding with installation wk of any sprinklers. • Always wear safety glasses and toot protection. • Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. • Installation rules,especially those governing obstruction,must be strictly followed. a • Painting,plating,or any re-coating of sprinklers(other than that supplied by Victaulic)is not allowed. O® Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition.For minimum maintenance and inspection requirements,refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems.In addition,the authority having jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters,P.O.Box 31,Easton, Pennsylvania 18044-0031,610-559-3300. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. AVAILABLE WRENCHES. Open End Recessed V2730,V2732-Pendent V27 V38-3 V2730,V2732-Recessed Pendent - V38-3 40.41 -2 i r 1 1 r w i DIMENSIONS 2W 2W (61 mm) 1w (61 mm) (42 mm) (42 mm) —� (295mm) (29 9 mm) �+— Standard Pendent-V2730 Standard Pendent-V2732 2-%'(60 � 2 MM (60 Max.Holeole Max.Hole ~� 2"(51 mm) _ 2.(51 mm) Min.Hole Min.Hole 116 P� i _ (18mm) r ��i!i �.�=_ ��i�� Typical Tile (18�mm) (14mm) i��/i �������� Typical Tile -�r--�11��111�m' - (44 - Finished Surface mm) (44�mm) Finished Surface 2'�s 21i5c° (75 mm) (75 mm) j MAXIMUM EXTENSION MAXIMUM EXTENSION ( )) 27 mm � i _-- i i i i i�i i ii i Typical Ceiling Tile (27 mm) / / Typical Ceiling Tile 3/T 1tr," 19/16 (30 mm) (30 mm) v Finished Surface � - Finished Surface MAXIMUM RECESS MAXIMUM RECESS 1/2"Adjustment 1/2"Adjustment Recessed-V2730 Recessed-V2732 (Drawing not to scale) (Drawing not to scale) 40.41 -3 N • ROOM SIZE Installed Under Smooth Flat Horizontal and Beamed Ceilings up to 2/12(9.5°)Pitch Minimum Flow per Sprinkler for Min. Nominal Smooth Flat Horizontal and Beamed Ceilings Installation K-Factor Max.2/12(9.5°)Pitch for NFPA 13R or 13D' Room Size Spacing Im erial GPM/LPM @ PSI/kPa Model Feet/meters Feet/meters S I.^ 1550F/681C 175°F/791C V2730 12X12 8.0 4.9 13 GPM @7.0PSI 13 GPM @7.0PSI 3,7 X 3,7 2.4 7,1 49,2 LPM @ 48,5 kPa 49,2 LPM @ 485 kPa V2730 14 X 14 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 4,3 X 4,3 2.4 7,1 49,2 LPM @ 485 We 56,8 LPM @ 64,6 kPa V2730 16 X 16 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 4,9 X 4,9 2.4 7,1 49,2 LPM @ 485 kPa 56,8 LPM @ 64,6 kPa V2732 12 X 12 8.0 4.9 13 GPM @ 7.0 PSI 13 GPM @ 7.0 PSI 3,7 X 3,7 2.4 7,1 49,2 LPM @ 48,5 We 49,2 LPM @ 48,5 kPa V2732 14 X 14 - 8.0 4.9 17 GPM @ 12.0 PSI 17 GPM @ 12.0 PSI 4,3 X 4,3 2.4 7,1 643 LPM @ 83,0 kPa 64,3 LPM @ 83,0 kPa V2732 16 X 16 8.0 4.9 17 GPM @ 12.0 PSI 17 GPM @ 12.0 PSI 4,9 X 4,9 2.4 7,1 64,3 LPM @ 83,0 kPa 643 LPM @ 83,0 We V2732 18X 18 8.0 4.9 17 GPM @ 12.0 PSI 17 GPM @ 12.0 PSI 5,5 X 5,5 2.4 7,1 64,3 LPM @ 83,0 kPa 64,3 LPM @ 83,0 kPa V2732 21 X 21 8.0 4.9 20 GPM @ 16.7 PSI 20 GPM @ 16.7 PSI 6,1 x 6,1 2.4 7,1 75,7 LPM @ 114,9 kPa 75,7 LPM @ 114,9 kPa Installed Under Sloped Ceilings up to 4/12(18.4°)Pitch Minimun Flow per Sprinkler Min. Nominal for Sloped Ceilings Installation K-Factor Max.4/12(18.4°)Pitch for NFPA 13R or 13D' Room Size Spacing Im erial GPM/LPM @ PSVkPa Model FeeUmeters FeeUmeters P S.L^ 155°17/681C 175°Fh91C V2730 12 X 12 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 317 X 317 2.4 7,1 49,2 LPM @ 48,5 kPa 56,8 LPM @ 65,0 kPa V2730 14 X 14 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 4,3 X 4,3 2.4 7,1 49,2 LPM @ 48,5 kPa 56,8 LPM @ 64,6 kPa V2730 16 X 16 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 4,9 X 4,9 2.4 7,1 49,2 LPM @ 48,5 kPa 56,8 LPM @ 64,6 kPa V2732 12 X 12 8.0 4.9 17 GPM @ 12.0 PSI 19 GPM @ 15.0 PSI 3,7 X 3,7 2.4 7,1 643 LPM @ 83,0 kPa 71,9 LPM @ 103,0 kPa V2732 14 X 14 8.0 4.9 17 GPM @ 12.0 PSI 19 GPM @ 15.0 PSI 4,3 XX 4,3 2.4 7,1 643 LPM @ 83,0 kPa 71,9 LPM @ 103,0 kPa V2732 16 X 16 8.0 4.9 17 GPM @ 12.0 PSI 19 GPM @ 15.0 PSI 4,9 X 4,9 2.4 7,1 64,3 LPM @ 83,0 We 71,9 LPM @ 103,0 kPa V2732 18 X 18 8.0 4.9 17 GPM @ 12.0 PSI 19 GPM @ 15.0 PSI 5,5 X 5,5 2.4 7,1 64,3 LPM @ 83,0 kPa 71,9 LPM @ 103,0 kPa V2732 20 X 20 8.0 4.9 20 GPM @ 16.7 PSI 21 GPM @ 18.4 PSI 6,1 X 6,1 2.4 7,1 75,7 LPM @ 114,9 kPa 79,5 LPM @ 127,0 kPa Installed Under Sloped Ceilings up to 8/12(33.7°)Pitch Minimum.Flow per Sprinkler Min. Nominal for Sloped Ceilings Installation K-Factor Max.8112(33.7°)Pitch for NFPA 13R or 13D' Room Size Spacing Imperial, GPM/LPM @ PSVkPs Model Feet/meters Feet/meters S I.^ 155°F/68°C 175°Fh91C V2730 12 X 12 8.0 4.9 15 GPM @ 9.4 PSI 20 GPM @ 16.7 PSI 3,7 X 3,7 2.4 7,1 56,8 LPM @ 65,0 kPa 75,7 LPM @ 114,9 kPa V2730 14 X 14 8.0 4.9 15 GPM @ 9.4 PSI 20 GPM @ 16.7 PSI 4,3 X 4,3 2.4 7,1 56,8 LPM @ 65,0 kPa 75,7 LPM @ 114,9 kPa V2730 16 X 16 8.0 4.9 15 GPM @ 9.4 PSI 20 GPM @ 16.7 PSI 4,9 X 4,9 2.4 7,1 56,8 LPM @ 65,0 kPa 75,7 LPM @ 114,9 kPa V2732 12 X 12 8.0 4.9 17 GPM @-12.0 PSI 23 GPM @ 22.0 PSI 3,7 X 3,7 2.4 7,1 64,3 LPM @ 83.0 kPa 87,1 LPM @ 152,0 kPa V2732 14 X 14 8.0 4.9 17 GPM @ 12.0 PSI 23 GPM @ 22.0 PSI 4,3 X 4,3 2.4 7,1 643 LPM @ 83,0 kPa 87,1 LPM @ 152,0 We V2732 16 X 16 8.0 4.9 17 GPM @ 12.0 PSI 23 GPM @ 22.0 PSI 4,9 X 4,9 2.4 7,1 64,3 LPM @ 83,0 kPa 87,1 LPM @ 152,0 kPa V2732 18 X 18 8.0 4.9 17 GPM @ 12.0 PSI 23 GPM @ 22.0 PSI 5,5 X 5,5 2.4 7,1 64,3 LPM @ 83,0 kPa 87.1 LPM @ 152,0 kPa V2732 20 X 20 8.0 4.9 26 GPM @ 28.2 PSI - 6,1 x 6,1 2.4 .7,1 98,4 LPM @ 194,0 kPa - NOTES: ^For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. 'For systems designed to NFPA 13,the number of design sprinklers is to be the four most demanding sprinklers.The minimum required discharge from each of the four sprinklers is to be the realer of the flow rates provided 9 p o ded in the table for NFPA 130 and 13R systems and the maximum allowable coverage area or a minimum discharge of 0.1 ft."over the y 9 9 9Pm design area of the four most demanding sprinklers for the actual coverage areas being protected by four sprinklers. 40.41 -4 � f 1 NOMINAL WETTING PATTERNS MODEL V2730 MODEL V2732 K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT 13 GPM(49,2 LPM) 13 GPM(49,2 LPM) 8' --------- ---------- ---------- 2Am - -_-_-_ 2Am 7 7 2.1 m 2.1 m 6' S 1.6m am 5 5. Sm 1.5m 4 4 1,2 m 1,2M 3 3 0,9 m 0.9 m 2' 6 4 2 0 2 O.B. 1Bm t.2m 0.6m OBm 6' 4' 2' O' 4' � 4• tBm 72m 0.6m I t• 2m 2, 1' 7m 0.3 m O 0.6m-_-_-_�OF1ROOM_-_-_-_- OOm - 06m-_-_ -_ NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 12'X 12'COVERAGE AREA 12'X 12'COVERAGE AREA MODEL V2730 MODEL V2732 K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT 13 GPM(49,2 LPM) 17 GPM(664,3 LPM) 8' ---------- ---'--- -- 8' -------------- 1@ -------------- 2.4 m 2.4 m 7' 7' diM 71m 6' 6• .,8 m 1.8 m 5. 5' 1.Sm 1�m 4 4' t2m 1.2m 8' 3' 09mjj0.9m 2 BM- 1 4' 2' 0• 2' 0.8m 0 1.8m 1.2m gam O,Bm 8.9'B' 6' 4' 2' 0' q. iBm 6'24m t.4m lam t2m O.Bm 1' 12m I 1' 4' t.8m 0.3m 0.6m CLOF ROOM 0Bm r t2m OF ROOM 0' - -------- ----------- - G. _ O6m---------- 1---------'---- NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 14'X 14COVERAGE AREA 18'X 18'COVERAGE AREA MODEL V2730 MODEL V2732 K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT 13 GPM((g49,2 LPM) 20 GPM(775.7 LPM) 8' --------'--- W -------'-'-- 8' 0' --'-'--------- !N -------------- 2.4m 24m 7' 7 2.t m 2,1 m 6' B m 6' 1,Bm 6 5 1.sm IBm 4' q' 1.2 m 1,2 m 3' 8' Oa m 0,9 m 2 6' G' a• 2. 0• 2' 4 .2... 0 O.Bm 6'2.4m I.B.12m Ohm 0.8m MR, 2m O.6m 1, 4' lam I I . 1.2m 1• <' t.8m 0.3m CLO R00M O,Om 2• t2m OF ROOM 0' - --------- ------- 0' -.O.Gm------------ ------------"-- NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 16'x i6'COVERAGE AREA 20'x 20'CGVERAGE AREA NOTES: 1. Data shown is approximate and can vary due to differences in installation. 2.These graphs illustrate approximate wall-wetting pattems for these specific Victaulic FireLock Automatic Sprinklers.They are provided as information for guidance and should not be used as minimum sprinkler spacing rules for installation.Sprinkler location shall be in accordance with the obstruction rules for residential sprinklers in NFPA 13(2002 or later revision).Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings,Approvals and Warranties. 3.All patterns are symmetric to waterway. 40.41 -5 f t � BEAMED CEILINGS Installation Guidelines The Victaulic Model V2730 and V2732 Residential Pendent Sprinklers are UL Listed for use in beamed ceilings in residential occupancies.These sprinklers can be installed in or adjacent to non- combustible, combustible, solid or hollow-core beams with solid surfaces per the following guide- lines. See the Room Size section on page 4 for specific flow/pressure requirements for hydraulic design. Primary Beams:The main longitudinal beams attached directly to a smooth flat horizontal ceiling of any height. Secondary Beams:The beams running perpendicular to the primary beams,attached directly to a smooth flat horizontal ceiling of any height. Beam Cross Section:The maximum allowable beam depth is 14".The secondary beam depth can- not be greater than the primary beam depth. The width is unlimited. The cross section can vary between rectangular and circular. . Beam Spacing: • Primary Beams:The distance from the wall to the center of the nearest primary beam must be at least 3'4"and not more than 1/2 the Listed sprinkler spacing. • Secondary Beams:The beam pockets created by the primary beams cannot exceed 20 ft. in length.If the primary beams exceed 20 ft.,then a secondary beam must be placed such that the pocket created does not exceed 20 ft.When a secondary beam is placed for this reason,then the secondary beam must be of a depth equal to the primary beams.When the primary beams are less than 20 ft.,secondary beams are not required,but may be placed at any distance from the wall and at any center to center distance between beams. Lintels: Are required over doorways exiting the compartment. The minimum lintel height is 8 inches or at least the depth of the primary beams,whichever is greater. Soffit and Beam combinations: Soffits may be installed around the room perimeter.The beams would then be placed within the soffited area.There is no limitation for the-size of the soffit as long as the water distribution is not impaired per the obstruction rules in NFPA 13.for Residential sprinklers. Beam pockets would then be measured from the face of the soffit.The sprinkler coverage area shall be spaced off the walls. Sprinkler Location:The sprinklers must be located below the underside of the beams,not in the beam,pockets.The deflector shall be within 13/,6"and 111/16"off the bottom of the primary beam.The horizontal distance between the centerline of the sprinkler and the edge of the primary beam cannot be more than 2". Ssl� '� V4,c ��'" a t. 04"T m&�, A structural engineer must be consulted before drilling into beams to install drops.If drilling into the beam is not allowed,then the drop may be installed adjacent to the primary beam per the dimensions above. I I 1-11!16"(42,8 mm)Max. 1-11/16"(42,8 mm)Max. 1-3/16°'(30,2 mm)Min. 1-3/16°"(30,2 mm)Min. _ Victaulic Victaulic Residential Pendent Sprinkler Residential Pendent Sprinkler SIN V2730,V2732 Maximum 1/2 SIN V2730,V2732 Beam Width Plus 2 inches SPRINKLER POSITIONING UNDER BEAMS 40.41 -6 BEAMED CEILING ARRANGEMENTS A B 4-81 A F—B—► B :j D Ceiling C + Ceiling---- D Primary D Primary ry Beam Secondary Beam C Walls Walls PRIMARY BEAM SPANS UP TO 20'-0"(6,1 m) PRIMARY BEAM SPANS GREATER THAN 20'-0"(6,1 m) Figure 3A Figure 3B All dimensions are measured to wall faces and to centerlines of All dimensions are measured to wall faces and to centerlines of beams. beams. A=Distance from wall to nearest primary beam: A=Distance from wall to nearest primary beam: Mini- Minimum: 3'-4" (1,0 m); Maximum: No more than '/2 listed mum:T-4"(1,0 m);Maximum:No more than'/ listed sprin- sprinkler spacing. kler spacing. B= Spacing between primary beams: 20'-0" (6,1 m) maxi- B= Spacing between primary beams: 20'-0" (6,1 m) maxi- mum mum C= Beam depth:14"(356 mm)maximum. C= Beam depth:14"(356 mm)maximum. D=Beam span:20'-0"(6,1 m)maximum. D=Secondary Beam Spacing:20'-0" (6,1 m)maximum spac- ing. Secondary beams are to be equal in depth to primary beams and are required so that the.primary beam pockets do not exceed 20'-0"'(6,1 m). BB D CeilinghD Ceiling D Primary Beam Primary Secondary ry Beam Secondary Beam Walls C Face of Soffit Walls Bottom of Soffit COMBINATIONS OF PRIMARY AND SECONDARY BE BEAU)AND SOFFIT ARRANGEMENTS Figure 3C Figure 3D All dimensions are measured to,wall faces and to centerlines of D=Use the dimensions shown in Figures 3A,3B,and 3C,except beams. that measurements are taken from the face of the soffit A=Distance from wall to nearest primary beam: Mini- instead of from the wall surface. mum:3'-4" (1,0 m);Maximum:No mote than 1/2 listed sprin- NOTE:The sprinkler area of coverage is to be measured from the Mer spacing. wall. B= Spacing between primary beams:"20'-0" (6,1 m) maxi- mum C= Beam depth: 14" (356 mm) maximum. Note: Secondary beam depth cannot be greater.than the primary beam. D= Secondary .Beam Spacing: Secondary beams may be spaced at any distance,unless primary beam spans exceed 20'-0"(6,1 m). This product shall be manufactured by Victaulic Company.All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications.designs and standard equipment without notice and without incurring obligations. 40.41 - 7 �µ V367 � UL 0 c UL LISTED _ _............ Dry Type Standard Spray, Light Hazard Horizontal Sidewall and Recessed Horizontal Sidewall ; V3609 STANDARD RESPONSE A - V3610 QUICK RESPONSE FLUSH DRY RECESSED DRY SLEEVE&SKIRT HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL Wit EXTENDED PLAIN HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL The V36 dry Sprinkler is used in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary horizontal pipe nipples. The Model V36 Dry Type Horizontal Sidewall Sprinkler utilizes a frangible glass bulb.At the bulb's rated temperature,the sprinkler opens releasing the bulb seat assembly,causing the inner tube assembly to move,allowing the spring assembly to pivot alongside the inner tube.At this time,water flows through the sprinkler and is distributed by the deflector,in an approved discharge pattern. The heart of the Model V36 sprinkler's proven actuating assembly is a hermetically sealed frangible glass bulb that contains a precisely measured amount of fluid.When heat is absorbed,the liquid within the bulb expands increasing the internal pressure.At the prescribed temperature the internal pressure within the bulb exceeds the strength of the glass causing the glass to shatter.This results in water discharge which is distributed in an approved pattern. COVERAGE: For coverage area and sprinkler placement,refer to NFPA 13 standards. NOTE: These sprinklers meet the new test requirements in UL 199,effective March 26, 2004. JOB OWNER CONTRACTOR ENGINEER System.No. Submitted By Spec Sect Para Location Date Approved Date www.victadlic.com �CtaU�iC... VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. �...- RE V H 40,6 "J ' ' 40.64 � f'l�E��I,T�31'InCTlt2td PF3t1l1UGTS—ktlTi3klhTIC 'SPRINKLERS ..............._...-._.__...._........_._.._...-.._............_....- ..._...–...........-_..__._.._.._:....._..---......... _..--—.._..._..- ---............._.__...._...__...._..–-_—.._..----._..._...- -.._...._._.._. >r 69 UL <8> 0UL .LISTED Dry Type Standard Spray, Light Hazard Horizontal Sidewall and Recessed Horizontal SidewallATA V3609 STANDARD RESPONSE V3610 QUICK RESPONSE FLUSH DRY RECESSED DRY SLEEVE&SKIRT HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL EXTENDED PLAIN HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL TECHNICAL SPECIFICATIONS: t C Exaggerated for clarity Models:V3610 and V3609 ACCESSORIES Style:Horizontal Sidewall and Recessed Installation Wrench:Model V36 Open End and Horizontal Sidewall Recessed Wrenches fit all V36 Series frames. Nominal Orifice Size:'h°/13mm Finishes: Orifice Insert:Stainless steel per UNS S30300 Plain brass K-Factor:5.6 Imp./8,1 S.I.^ • Chrome plated° Nominal Thread Size: 1°NPT/33.7 mm 0 White Painted° Max.Working Pressure:175psi/1200kPa Flat black painted° Factory Hydrostatic Test: 100%@ 500psi/ Custom painted° 3450kPa 0 Wax° Min.Operating Pressure:7psi/48kPa • Proprietary Nickel Teflon*Coated° Temperature Rating:See chart on page 3. For cabinets and other accessories refer to separate sheet. MATERIAL SPECIFICATIONS A For K-Factor when pressure is measured in Deflector:Brass per UNS C22000 or Stainless Bar,multiply S.I.units by 10.0. Steel per UNS S30400 Teflon is a registered trademark of Dupont Co. Bulb:Glass with glycerin solution ° UL Listed for corrosion resistance in all con- * Standard:5.Omm figurations. • Quick Response:3.Omm NOTES: Split Spacer:Stainless steel per UNS S30300 1.Weather resistant escutcheon available upon Load Screw:Brass per UNS C36000 request. Pip Cap:Stainless steel per UNS S30300 2.Only the Plain Brass and Nickel Teflon Spring Seal Assembly:Teflon*coated Beryllium finishes are FM approved. nickel alloy and Stainless steel per UNS S30300 Frame:Die cast brass Outer Tube:Galvanized steel pipe Inner Tube:Stainless steel per UNS S30400 Escutcheon: 1010-1018 mild steel and Stainless Steel Torsion Spring:Stainless Steel Wire .. _.............................. ...- ...; www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2000 VICTAULIC COMPANY.ALL RIGHTS RESERVED: A_c_tauli9 PRINTED IN THE USA. 40,64_._2 REV 1-i y Wheatland's ed Sprinkler Pipe Wheatland's Schedule 10 Sprinkler Pipe is a high quality sprinkler pipe offering you the full range of assurances you require. Schedule 10 Sprinkler Pipe has passed some of the toughest lab tests ever created for sprinkler pipe. Made in the U.S.A. by Wheatland Tube Com- Specifications and Approvals pany means made to the highest standards for consistant quality. Wheatland's schedule 10 Sprinkler Pipe is Wheatland's Schedule 10 Lightwall made from the highest quality steel in one of Sprinkler Pipe meets or exceeds the the nation's most modern and most complete following: pipe manufacturing plants. Our proprietary mill coating offers you a clean, corrosion and heat • UL & C-UL Listed resistant surface that outlasts and outperforms • FM.Approved standard lacquer coatings. Plus, this coating • ASTM A135, Grade A can be quickly and easily painted without special preparation. Or it may be hot-dipped galvanized Please refer to appropriate documentation for to meet FM requirements for dry systems in up-to-date listing and approval information. accordance with the zinc coating specification of Specifications and descriptions are accurate as ASTM A795 or A53. known at time of publication and are subject to change without notice. S ecificafions• NPS Nominal O.D Nominal I.D Nominal Wall Nominal Weight Pieces UL CRR" in. mm in. mm in. mm lbs./ft. kg/m Lift 1 1/4 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 1 1/2 1.900 48.3 1.682 42.7 .109 2.77 2.09 3.11 5.8 61 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 21/2 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 30 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 4 4.500 114.3 4.260 108.2 .120 3.05 5.62 8.37 1.6 19 5 5.563 141.3 5.295- 134.5 .134 3.40 7.78 11.58 1.5 13 6 6.625 168.3 6.357 161.5 .134 3.40 9.30 13.85 1.0 10 "Calculated using Standard UL CRR formula, UL Fire Protection Directory,Category VIZY "The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). SYSTEM COMPATIBLE Effective February 23,2009 Wheatland Tube Company Coated Black Sprinkler Pipe 700 South Dock Street, Sharon, PA 16146 Ph 800.257.8182 Fax 724.346.7260 www.wheatland.com 0309 1.Wrev02 NIBCO.com- Pipe Hangers and Straps http://www.nibco.com/cros.do?id=2&pld=3: 35:;� ., 'H'-. h � v..,. ,S,.x•.;h5 Rf^:x n - �"'E%A" 3 � ��,;.�1:.:'� � :& �� ��•r•�" yY"d.. 5��:° x: r ,�t"` .,"; '. : -� s` r �. .. K. i' � � ..fish •"M.z�,e�...waW33 ;YS.y;.rs��u5 'T� uhh�..�...:• S•.'•.�r Elf3htE FR4DiACTS a SER' ICE5 . ; B>Tt�=$ 30EUIIC Ifs IaESTRIBIJFOR LOCATOR, "t IITERATkIRE I91BCO STORE ,i New Products r • ChemtrolCR) Prc+ducts &S.e vires > Fire Protection Products >T...Piping .. .._. _ n Systems Fire Protection Products NIBCO®Press system® PIPE HANGERS AND STRAPS To get .. . , . .. ....._.............. TOLcoCk catalogs, ... ... - ................ brochures and Fittings All roducts on this page meet the following approvals: Other adMl�, Lead Free Products (�� us win information, � please visit our v Valves&Actuation Literature ....... ..... , ..._-. .:....I. .... __._................. . 1,Z[N-FMLAST] Specification Services _. ............_....................................__..._........._...._............ ....__............_... .....- Section Te i,+ic_. t a..+n Fig. 200WON Click here for ,. l'nL-..ISr_cc':` j_ i rnir "Trim line" Adjustable Band Hanger w/o Swivel Nut : our latest t+ra= n c I + n Pricino Info Scft 3 • ---- � Recommended for the suspension of fire sprinkler and non-insulated pipe or - - - qh ,r,i,ac� R sources. insulated pipe with Fig. 220 shield . Generally installed with two hex nuts . ... Maximum temperature - 6500 F • UL listed (1/2" thru 8") in the USA and Canada for steel and CPVC plastic ' pipe and Factory MutualEngineering approved• Conforms to Fed era ISpecifications WW-171E, Type 7 and Manufacturers Standardization Society SP-69, Type 7 ` • Size Range - 1/2" - 8" pipe This product meets the following approvals: a,t�UitD ................. .. ............ ................... .................... Fig. 200 "Trimline" Adjustable Band Hanger t • For fire sprinkler and other general piping purposes . Knurled swivel nut I design permits hanger adjustment after installation . Maximum temperature 6500 F • UL listed (1/2"thru 8")"in the USA and Canada for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8") • Conforms to Federal Specifications WW-H-171E,Type 10 and Manufacturers I of 4 9/8/2009 1:28 PI NIBCO.com- Pipe Hangers and Straps http://www.nibco.com/cros.do?id=28i=pfd=32 Standardization Society SP-69, Type 10. • Size Range - 1/2" - 8" pipe OT©LCO . .. This roduct meets the following approvals: Sn r>>>:<;Fzh;;_!rs+:t Sy t4 r; e IF OPA-0189- Fig. 2 Adiustable Band Hanger • Recommended for the suspension of non-insulated pipe or insulated pipe I with Fig. 220 shield. • UL Listed in the USA and Canada • Factory Mutual Engineering approved • Conforms to Federal Specification WW-H-171E,Type 10 and Manufacturers Standardization SocietySP-69,Type 10. qua • Size Range - Size 21/2" - 4" pipe Fig. 2NFPA Adjustable Band Hanger w/Reduced Rod R n- • Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield. • UL Listed in the USA and Canada • Factory Mutual Engineering approved • Conforms to Federal Specification WW-H-171E,Type 10 and Manufacturers Standardization Society SP-69, Type 10. —s • Size Range - 2-1/2" - 4" pipe Fig. 2WON Adjustable Band Hanger w/o Swivel Nut • Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield • UL Listed in the USA and Canada • Conforms to Federal Specification WW-H-171E,Type 7, and Manufacturers Standardization Society SP-69, Type 7, 3/4" thru 6". • Size Range - 1/2" - 8" pipe ... ... ......_.._......._._. ....__............ .................. ..... ...................... ...... _... Fig 2F Adjustable Band Hanger with Felt Lining • Recommended for the suspension of copper tube to prevent electrolysis; Y'Iereduces noise in copper and other pipes. ',< ' • UL Listed in the USA andCanada • Conforms to Federal Specification WW-H-171E,Type 10 and Manufacturers Standardization Society SP-69, Type 10. • Size Range - 1/2" - 6" copper tubing 2 of4 9/8/2009 1:28 PN NIBCO.com- Pipe Hangers and Straps http://www.nibco.conVcros.do?id=2&pfd=32 e Fig. 2FWON Felt Lined Band Hanger w/o Swivel Nut • Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield. • UL Listed in the USA and Canada • Conforms to FederalSpecification # WW-H-171E, Type 7, and Manufacturers Standardization Society SP-69, Type 7, 3/4" thru 6". • Size Range - 1/2" - 8" copper tube Fig. 1F a Felt Lined Standard Clevis Hanger • Designed for the suspension of copper tube to prevent electrolysis between the tube and the hanger. Maximum temperature - 650OF • UL Listed in the USA and Canada. ff, • Size Range - 1/2" - 8" pipe Fig. 200H Heavy Duty Band Hanger (for Trapeze) } z= • Designed primarily to support substantially heavier loads than is normally intended for the nominal hanger size. Used extensively to support trapeze installations . Maximum temperature - 6500 F • UL listed in the USA and Canada Conforms to Federal Specification WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. • Size Range - 1/2" - 4" trapeze pipe size. Used to support up to 8" pipe. _._ . ........__. .. .. .. . ............_... .... ... __... .._ . ... _. _.. ...._...._ ... ..... ......._...... Fig. 120RWA Retrofit Wrap Around U-Hanger • Designed to restrain movement of the pipe within standard U-hangers as is 3 1f 4 required by NFPA 13. • UL listed in the USA and Canada • Included in our Seismic Restraints I' Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load,spacing and placement information relating to OSHPD projects,please refer to the TOLCO Seismic Restraint SystemsGuidelines. • NFPA 13 (1999) A-6-2.3.3. • Size Range - Model B 1" - 8" pipe ... .........._........ ... ..... .:_... .... _ _.. _ _..._.... .. ._. ._ [FIRST/PREVIOUS] 1,_Z[NEXT LAST] �I 3 of 4 9/8/2009 1:28 PN ., rj V SG (E) POTTER LOW FLOW RATE VANE TYPE WATERFLOW The Symbol of Protection SWITCH WITH ELECTRONIC RETARD UL,ULC,and CSFM Listed Service Pressure:Up to 450 PSi(31 BAR) Flow Required for Alarm:3.0 GPM(11,4 LPM) Maximum Surge: 18 HIS(5,5 m/s) Power Requirements: x STANDBY:l Oma at 120V AC or 1.5ma at 24V AC/DC "tea ALARM:40ma at 120V AC or 35ma at 24V AC/DC Contact Ratings: DPDT(Form C) t Y. 2 Amps at 0-30VDC or 0-125VAC resistive � Conduit Entrances: 2 knockouts provided for 1/2"conduit Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. u • NEMA 4 Rated Enclosure-use with appropriate conduit fitting. • Temperature Range:40°F/120°F,4,5°C/49°C • Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Nominal OD and Wall Thickness: U.S.Pat.No.3921989,Canadian Pat.No.1009680 2"(60,3mm OD),3,9mm to 4,5mm wall Other Patents Pending, 2 1/2"(73,Omm OD),4,8mm to 5,2mm wall Potter Electric,Rd.,1990 2 1/2"(76,limn OD),4,3mm to 4,7mm wall 3"(88,9mm OD),5,Omm to 5,6mm wall 4"014,3mm OD),5,4mm to 6,4mm wall Service use: Water mist systems where low flow for alarm is required. Optional:Cover Tamper Switch Kit,Stock No.0090018 General Information installation See Fig. i The Model VSG is a flexible vane type of waterflow switch for use in These devices may be mounted on a horizontal or vertical pipe. On wet pipe water mist systems where a low flow for alarm is required. It horizontal pipe they should be installed on the top side of the pipe is designed for installation in sections of 2 to 4 inch(50mm to 100mm) Na.-here they will be accessible. The units should not be installed within stainless steel or brass pipe with wall thickness in accordance with the 6"(15cm)of a fitting which changes the direction of the waterflow or above specifications(see"Nominal OD and Wall Thickness"). within 24"(60cm)of a valve or drain. The unit may also be used as a sectional waterflow detector on large Drain the system and drill a hole in the pipe using a circular saw in a systems. slow speed drill. The 2"(50mm)and 2 1/2"(65mm)devices require The unit contains an output relay and an adjustable electronic retard. a hole with a diameter of 1 1/4"+1/8"-1/16"(32mm f 2mm).The 3" The relay is actuated when a flow-of 3 gallons per minute(11.4 LPM)or (80mm)and 4"(100mm)devices require a hole with a diameter of 2" more occurs downstream of the device. The flow condition must exist f 1/8"(50mm f 2mm). for a period of time necessary to overcome the selected retard period. Clean the inside of the pipe of all growth or other material for a distance Enclosure equal to the pipe diameter on either side of the hole. The unit is enclosed in a general purpose,die-cast housing. The cover Roll the vane so that it may be inserted into the hole-,do not bend or crease is held in place with two tamper resistant screws which require a special it. Insert the vane so that the arrow on the saddle points in the direction key for removal.Afield installable cover tamper switch is available as an of the waterflow. install the saddle strap and tighten nuts alternately to option which may be used to indicate unauthorized removal of the cover. an eventual 20 fl-lbs.(27 n-m)of torque. See Fig. I. 'file vane must See bulletin no.5400775 for installation instructions of this switch. not rub the inside of the pipe or bind in any way. Potter Electric Signal Company•2081 Craig Road.St.Louis,MO,63146-4161 •Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MFG.05400999-REV M PAGE I OF 2 5108 + W j_, (E.) POTTER S V LOW FLOW RATE VANE TYPE WATERFLOW The Symbol of Protection SWITCH WITH ELECTRONIC RETARD Retard Adjustment Fig.1 The retard time is selected by turning the DO NOT LEAVE COVER OFF FOR - EMENDED PERIOD OF TIME appropriate switches to the off position. RETARD TIME Example:'For 45 seconds turn switches 1, SEIPCTDR SWITCH TIGHTEN NUTS ALTERNATELY 2 and 3 to the off position. ® ® TO AN """A e ® 20 FT.-185.(22 R-m)OF TORQUE _ Approximate time is as follows: o Switch Off Time in Sec. I thru 8 On 0 1 15 TO INSTALL,DRILL HOLE AS I E�p.2 30 INDICATED; MOUNT ON PIPE SO ARROW G PIPE SIZE HOLE SIZE DRECOON OF WON SADDLE ATERFLOW IN 1.2,&3 45 z m z-1/z L-1/{ +1/8•-1/16• I,2,3,ce 4 60 (50 1.60mm) (33mm 3 2mm) ROLL PADDLE IN 3•to 4• 2•!1/8• OPPOSITE DIRECTION 11 2,3,4,&5 '75 (so m 1DDmm) (50mm 3 2mm) OF WATERFLOW I,2,3,4,5,&6 90 (REC ON 0 7 not used 8 not used DWG.1762-30 Fig.2 Typical Electrical Connections LINE I L) RELAY ACTION 110V > 24V Na cOv Ra BELL a BELL AC w I I NEUTRAL C •IARR 4/6 WIRE CONTROL PANEL CIRCUIT 0 0 0 0 DETECTOR CIRCUIT ENO OF LINE IM24VCOU. KO.COLL R,a 12M 24v FROM PANEL + RETURN OR ORD 0014 N.0'COR'11.0 RETURN TO _ 24V DC POWERCONTROL PANEL + Nap Rc p �I.q�- 0 24V DC RELAY Al CONTACTStRA. or..p AUX.[ODu.01170V 2.v codR.O.CDM. SHOWN ENERGIZED p CONTACTSRap ORD NOTE: BASE MUST BE CONNECTED TO A GOOD EARTH GROUND. HIGH VOLTAGE LOW VOLTAGE AC LOW VOLTAGE DC DWG. B985-1 Fig.3 Switch Terminal Connections Clamping Plate Terminal CAUTION When supervised circuits are used the following must be observed: An uninsulated section of a single conductor should not be looped d around the terminal and serve as two separate connections. The wire must be severed,thereby providing supervision of the connection in the event that the wire becomes dislodged fi•om under the terminal. Application NVarning! Due to the possibility of unintended discharges caused by pressure surges,trapped air,or short retard times,waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF,deluge,or chemical suppression systems. Testing:The operation of the waterflow switch and the associated alarms is to be tested upon completion of the installation and periodically thereafter in accordance with the applicable NFPA standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). A minimum flow of 3 CiPM(I IA LPM)is required to activate this device. PRINTED 1 N USA MFG.45400999-REV M PAGE 2 OF 2 5/08 I ! Board of Building Regulations and Standards Construction Supervisor License License: CS 7975 Expiration: /15/2009 Trig: 13163 r '�,�testraction 00�� JAMES M DAGGETT 650 EAST BROADWAY HAVERHILL,MA 01830 Commissioner SUMMARY OF DIMENSIONAL REQUIREMENTS REQUIRED PROVIDED LOT AREA 25,000 S.F. 124,628 S.F. HEIGHT (MAX.) 35' 35' STREET FRONTAGE 125' 137.49' �,, '� FRONT SETBACK 30' 313.07' SIDE SETBACK 20' 20.0'/64.1' REAR SETBACK 30' 100.0' N6 .o -$ �Al-r FLOOR AREA N/A N/A DHSET AIS ",,, f LOT COVERAGE N/A N/A c� L91 ME ' =2.8611 AC. OPEN SPACE _ _ °O PROPOSED ENCLOSED 28.3' � C20 A co. A14 A' PORCH AND DECK m ' PROPOSED t J J� PATIO O CL8 �Z Cp Cr 5B 7 AU Ns 50.6' QRo f�, S88' ' 10"E-- sa.T 160.27 156.44• Al2 PARKING ro c10 vp TNO N.�$•4�j' CIS C22 D ° N S884-4 1 0"E Q1 120.00' co r' EXIST.NTERNITTENT 31 j 6(y . N SrREA11 CHANNEL D E(/ C13 a 4 CIV tO I CIL C9 BROOK O A N 6 M ""NwrwHr LT w Ce • y \ C7 AS NR. � LP � b'tt S80'03 30 W Ce 7 125.00 N) co C4 V 0 S� g ek° ABBOTT G►S.ANFR A8 O INTERMITTENT STREAM CHANNEL AS p�/�5 gJJ1 � C2 5 \ Cl A4 bc A35 2A �'.1� ro 10 40 � SET MIL L= _ 61 64' L1H S 4=i2.44797.50 g84"i 6 56"W CYn_ (ftTUGVAR49LE WWTH) �LE)BUSAA'b �Z LEGEND 01PF IRON PIN FOUND W.F.D. WOOD FRAME DWELLING N/F NOW OR FORMERLY AL EDGE OF WETLAND NOTES 1. ZONE DISTRICT IS R3 WHICH REQUIRES 30' FRONT, PLAN O LAND 20 SIDE AND 30 REAR YARD SETBACKS. IN � 2. WETLAND SHOWN FROM SEEKAMP ENVIRONMENTAL. NORTH ANDOVER, MASSACHUSETTS 3. SEE TOWN MAP #59 LOT #40 FOR THE SITE. LOT 40-1A MILK STREET DRAWN FOR a MILNR STREET PROPERTIES LLC o.. 0 66 PARK STREET ANDOVER, MASSACHUSETTS 01810 or SCALE: 1"=60' DATE: AUGUST 14, 2009 0 30' 60' 120' 180' c� TOWN MAP #59 TOWN LOT #40 MERRIMACK ENGINEERING SERVICES 8/14/09 66 PARK STREET STEPHEN E. API S I, R.L.S. DATE IIANDOVER, MASSACHUSETTS 01810 Milk Street Properties, LLC 66 Park Street Andover, MA 01810 978-475-3555 October 30, 2009 Mr. Gerald Brown, Building Inspector Town of North Andover 1600 Osgood Street North Andover, MA 01845 RE: 89 Milk Street North Andover, MA Dear Mr. Brown: The second floor of the building proposed at the location will not be used for habitation but only attic space and will not be insulated. Please contact me should you have further questions or comments. Very truly yours, MILK STREET PROPERTIES, LLC A*v Stephen E. Stapinski cd