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Miscellaneous - 115 PEACH TREE LANE 4/30/2018
BUILDING FILE North Andover Board of Assessors Public Access Page 1 of 1 NORTH North Andover Board of Residential Property Record Card PARCEL ID:210/098.A-0123-0000.0 MAP:098.A BLOCK:0123 LOT:0000.0 PARCEL ADDRESS:115 PEACH TREE LANE FY:2012 PARCEL INFORMATION Use�Code. 101 Sale,price: 889,000 'Book. $ �99697 Road Type: w T a ,:Inspect1Date 03/1x1/2010, Tax Class T Sale Date 12/29/05 Page: _3_____ Rd Condition: P Meas Date 03/11/2010 Owner: — _ � r KAMIENESKI, SCOTT Tot Fin Area2767Sale,Type P LLCert/Qoc Traffic M Entrance X r, KAMIENESKI, ERESIA Tot Land Area: 0.36 Sale Valid: Y Water Collect ld SGC Address: GrantorPEACH TREE DEV Sewer. Inspect.Rea s M 115 PEACH TREE LANE Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION ` CL Tot Rooms: 9 Main Fn Area. - :1374 Attic NBHD CODE 9 NBHD CLASS: 9 ZONE: R2 Style Story Height: 2.00 Bedrooms: 4 Up Fn Area: 1393 Bsmt Area: 1514 Seg Type Code Method Sq Ft M Acres Influ-YM Value Class Roof G Full Baths 3 Add'Fn Area "—"ry '�Fn BsmtiArea 1000 ' 10.356- F � j P 101 S 15507 F 2S10z377M Ext Wall "FB Half Baths 1 Unfin Area 140 Bsmt Grade _G_'__ VALUATION INFORMATION .Masonry Tnm y Ext Bath'Fix. `2 Tot FmArea 2767' Current Total: 643,200 Bldg: 432,800 Land: 210,400 MktLnd: 210,400 Foundation: CN Bath Qual M m- RCNLD: 432772 Prior Total: 643,200 Bldg: 432,800 Land: 210,400 MktLnd: 210,400 r _ �._.- .� . .. Kitch Qual: �a..a� M EffYr Built: ' 2005 'Mkt Atlj: � a Heat Type: FA Ext Kitch: Year Built: 2005 Sound Value: Fuel Type:,G _ � Grade: —'V Cost Bltlg 432,800 Fireplace: 1t Bsmt Gar Cap: Condition: VE Aft Str Val 1: Central AC 'Y Bsmt Gar SF _ FctbCornplete. 160 Att Str V_a12: 777-7_7 Att Gar SF % 484 Good�P/F%ER:/ --%//160 Porch Tyne Porch Area Porch Grade Factor P 117 SKETCH PHOTO r 6 U/B 14140 Sq.P4 FU"J5/.FM/B 1374 Sq:Ft d 15 . [0—N FU•.75/G m 484 Sq.Ft ,. w 17 F 117 q.R ....,- -- 115 PEACH TREE LANE / -e'l ID:210/098.A-0123-0000.0 as of 5/18/12 Page 1 of 1 d . 446Date ............... q NORT11 1 3?�.'�,`. . TOWN OF NORTH ANDOVER p PERMIT FOR WIRING �,SSACMUS� r. This certifies that has permission to perform .�,�.� �'�. ............................. 7s 3 wiring in the building of.......... . ....................... I/ I.................................... at.A,�..... ! .. ............. .North Andover,Mass. Fee_. 5..e�......... Lic.No. .... .... . i . �� ..... ... ELECTRICALINSPECTOR Check # 6/ 4' M 0 `a Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev.9/051 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFQRMATION) Date: 16/h/66 City or Town of: N C✓A�04 PO", To the Inspector o Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street& Number) '115 EA64JTZ1EF_ LANE Owner or Tenant SCc' t ZZ5!-1 Telephone No. Owner's Address SOI E O Vf- Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building HO U,S ERO LD S'tVRA(X Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: j ADP rrION4L CIRC of-r fop, Z, [_I(,R{ s & W4LL- 0 V. LCcTs Completion of the following table may be waived by the Inspector of Wires. No. of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ o.o mergency ig mg rnd. rnd. Batter Units No. of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No. of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No. of Waste Disposers Heat Pump I Number. Tons KW No.of elf-Contained Totals: Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances Kms, Security Systems: No.of Devices or Equivalent No.oT WaterKW No.o No.of Data Wiring: Heaters Si ns Ballasts No.of Devices or Equivalent No. Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: LIC. NO.: Licensee: Signature LIC. NO.: (If applicable, enter "exempt"in the license number line.) Bus.Tel. No.: Address: Alt.Tel. No.: *Security System Contractor License required for this work; if applicable,enter the license number here: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. si ture I I hereby waive this requirement. I am the(check one)❑ owner 1:1 owner's agent. Owner/Agen Signature �Telephone NoFPERMIT FEE. $ � 0 7 DEPART WOFPUAX&FM Permit No. 5If6 BOARD OFMEPREIEVHOIVMGULATIOAS527CUR MW Occupancy&Fees Checked VAPPLICATIONFORPERWTOPEffORMaEM57CAL WO ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CO , MR 12:00 C(PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Dat Town of North Andover To the Inspector/of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) t. ti Owner or Tenant x 7 Owner's Address c 3 �y++0 rJ Is this permit in conjunction with a building permit: Yes No (Check Appropriate Box) ;q� 3 a lj Purpose of Building ( { Utility Authorization No. Existing Service AmpsVolts verhead a Underground No.of Meters New Service a L Amps Li`1(3 volts Overhead M Underground ® No.of Meters �.., Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work o° C00-e- No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pod Above rp Below Generators KVA ground ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons C) No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW btitiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER• --— InsitatoeCa�a�dg�PllSlla*btltel�HiBiS16AlS�'1Q�I3W5 Iha%eaanatLiabtTdyhuaxePbkyitI I gCaMj* C AWcrdssti aidgiwiat YES NO Ihmewbm*dm&paofofmmlDlheOffi=YES r7 Ifywha�edwd®dYFS,pl�seniomthetgpeaf dledagf0 11 11 fBWD OWER L G F EsWi*dValuedEbd"Wtak$ orktoSlat Tr>sp�mnDereRe*oW Ragh Fml underlie 4NAME �PHJirY /Y1'1 U LioaiseNa U=wNo 14 Bilsir=Td Naddm 4A� ALTd.Na . WNER'SINSURANCEWANEK-IanawaetbattcL=wd=nt theinslo=ao►egtr mWatialagrAhtesm*xLdbyMmemMCrenarallam thatmy sagtetueonil�ptmttepp�r�rnwai�es th's legtmarlatt lease check one) Owner Agent Telephone No. PERMIT FEE$ -. . 7`2�� ' e � G�2�_as- ��r � I �I B - �3 � a i _ ; ,; i �, i DFPARTMEVTOFPUBLIC& FEfY Permit No. BOARD OFFIREPREVMONRWULATIOAN527CVIR12.00 JP4 Occupancy&Fees Checked APPUCATION FOR PERMIT'TO PERFO ELECTRICAL WORK > AALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 i (PLEASE PRINT,IN INK OR TYPE ALL INFORMATION) Dat O Town of North Andover To the Inspecto of Wires: E The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) Owner or Tenant P�G� LC— Owner's Address Is this permit in conjunction with a building permit: Yes® No (Check Appropriate Box) a a y Purpose of Building �t., ( � Utility Authorization No. Existing Service Amps Volts verhead a Underground No.of Meters New Service a L Amps. / y U Volts Overhead [= Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work o 600- No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA ground 0 ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal a Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER. i 1 � � insu<aneC,o�agc Rrsvatbt4leraglalatta>�oQ1�ta�+dzst�GalaalLaws Iha%eaamotLiaaTdylnaaa=PO[Lymdu*gCon plde Ca►et�ea� tialec�rivalait YES a NO Ihawsthn&dva6dpKdbfsarebtheOfce YES M NO Ifjwha%edvdredYES,pkmm&*thetyped"e dladkingthe bm o DSURANC:E BOND a o f 16 ESmr*dVah dEkcfticat Wodc S WakoSlat Falai SigtradutAME ofpelMY �& �0 Iq so e— ix seNo FIRM NAME Liomm t V A e _1 6`"A Ate`/`U\A - She Lixr b-* �.:. Btu TeLNa g 72� OWN9VS1NSURANCEWAIVER;Ianaw=thattheliaesmedonnat eittstraneoo►aa@a latdi�aLegtd�alaltasiotltmedbylVlassadttset�Csraa(laws ands ffWs�lta�cnftpemritapphcMmww*Asthislac'gnat (Please check one) Owner Agent n �—�+ Telephone No. PERMIT FEE$ Date. ". �.�......... 4 AORT" °� TOWN OF NORTH ANDOVER PERMIT FOR WIRING ss�cHusE� Thiscertifies that ........................... ................................................................. has permission to perform ........... '......1..:. Z.,............................................ wiring in the building of��� ......................-- r..................... ... ,r at..... .. ..................... ...................� .............. ,North Andover,Mass. Fee&qT?.....� Lic.No?44 ...... � ............ ELECTRICAL IvSPECTOIcs.� Check # a� 5864 { h Location k�/,�, ,#/x No. h C? Date �O^ThTOWN OF NORTH ANDOVER f AALti F R 9 + Certificate of Occupancy $ ♦ i Building/Frame/Frame Permit Fee $ J�cwust 9 Foundation Permit Fee $ � `F Other Permit Fee TOTAL Check #_©-3 1 8U37 / Building Inspector TOWN OF NORTH ANDOVER BUTEL DNG DEPARTMENT Ap' KATION TO CONSTRUCT REPMR,RPdVOVAT OR DEMOLISH A ONE OR TWO FAMMY DWEW[.iNG BUILDING PERMIT NUMBER: ��� DATE ISSUED: � SIGNATURE: Building Commissio _ of Buildin Date SECTION 1-SITE IrtFORMATH; 1. Property Address: 1.1 Assessors Map aced Parcel Nmrber t7ee �0,,,JC T- ld AC HCl 1 �'pp J� /1� �MNumber Pxrcat Number 1.3 Zoning Infommdim: 1.4 Property Dimmims: Zoarin Dia4rioZ se � 1�ot Area Frmuge ft 1.6 BUJI.IDING SETBACKS 00 Front Yard Side Yard Rear Yard red Provide Provided Provided 1.7 Waw&Wp1Y UCLLC 44. 54) 1.5. Flood Zeno tstosnsf= 1.8 Scwaw Dispeml sysw= Pub4c !B' Psrvato 0 zow ouoside Ftood Zoog GQ.. Mux i*a► ver Sino D*KiW Syst= 0 SECTION 2-PROPERTY OWNERSHRIAUTHORMD AGENT 2.1 t3wuer of Record .. r eae� �.� - ve�c wte..�! -LLC -- - a31_ Sul}�.ti 5f . Su:� Ice--�(J.F lo-vim4.10Ci - -- -. Name(Print),,-- Address l ddress fm Service: I O tore Telephone 2.2 Owner of Record: 0 Nage Print Arldress for Service: Si sr, c Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 Licensed Construction Supervisor: License Number 7 Sem c�� S{ 11/l��Ctc� ,� vvt✓+ PalaQ 9/] a Uc �M 3)74S�V& Expiration Date Signature Telephone 91 3.2 RC&-. ,red Home Improvement Contractor Not Appkablc 0 Company N8311C _ Registm6on Number Addresa mom Expiration Dau / Signature Tele SECTION 4-WORKERS COMPENSATION(), C.L C 152 $ 250) Workers Compensation Insurance affidavit must be completed and submitted with d,s application. Failure to provide this affidavit will result in the denial of the issuance of the building it. Si2Ld affidavit Attached Yes...... Ido......D SECTION 5 Micription of Proposed Work(dtw& aMe New Construction Z Existing Building ❑ Repair(s) 0 Alterations(s) ❑ Addition 0 Accessory Bldg. ❑ Demolition 0 Other 0 Specify Brief Description of Proposed Work SECTION 6-ESTIMATED CONSTRUCTION COSTS item Estimated Cost(Dollar)to be ,. , r Completed t a licant IM� ' i' '1tr 1. Building (a) Building Permit Feelb� Do DOG Multiplier 2 Electrical rcoo (b) Estimated Total Cost of Construction D 3 Plumb' '1 Building Permit fee(.) 4 Mechanical HVAC ooG / ✓l 5 Fire Protection z000 6 Total 1+2+3+4+5 D'Lt, 00 Check Number SECTION 7a OWNER AUTHORIUTION TO BE COIyHUTED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BURMING PMUT - C . I, ,as Owner/Authorized Agent of subject property Hereby authorize to act on , My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SEC-T-I�ON 7b OWNEYUArUTHO1 RIT.ED AGENT DECLARATION I, � Off.a �(zA cN Tom( + aster/Authorized Agent of subject Property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Priv[Nam Si afore er! ent -bate MENEM :00,1111, NO.OF STORIES a /a SIZE --7 BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 / '�8 0, f 2 % "I "0.e, 17 r-C SPAN DUAENSIONS OF SILLS DIMENSIONS OF POSTS 3'/a' C� DIMENSIONS OF GIRDERS y) I �, ,c ti'r n LVL-IJ HEIGHT OF FOUNDATION `- THICKNESS SIZE OF FOOTING /0 " X ) MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND 5o 1, IS BUILDING CONNECTED TO NATURAL GAS LINE e S • ' a :r CORM U s LOT RELEASE FOKIA INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION**"*************** APPLICANT P,,h./�(t�ec e ekgj2meAA LLC PHONE&�74Sy0 914 P/c," Wl vsad QS &C&t led a,'- LOCATION: +LOCATION: Assessor's Map Number"w2e,vice %,Y,4,eZ cg dee& PARCEL 03 SUBDIVISIONeacl\4ee-e '60'-Z2% LOT (S) Id f STREETI� ate 1.gz ST. NUMBER MM OF TO !AG ENTS: C NSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS `l' `w � c TOWN PL N DATE APPROVED Z �/ DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWERIWATER CONNECTIONS DRIVE AY PERM T FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTLR' DATE Revised 9197 jm Building Permit Check List Lot# D a t c ods`OV-S_ Fq 1 Building Permit Application completely tilled out a Sided by Construction Super b Signed by Peachtree .Represenative c Square footage of house on permit 2 Form U signed off a DPW (check for seNver tic in) b Fire Department c Planning Department d Conservation(check for Nvetland bond.Nvhere applicable) Growth Management Foruul ® 4c/Certified Plot Plan as built.foundation plan required for construction permit Copy of Construction Supervisor's License FLI/6 Workman's Comp Affidavit ® 7 2 Copies of Building plans include a copy of the sprinkler plans N� n o r,,, „r�� ...,..._4 •'fapplicable) 9 Copy o.f the Masclleck(energy audit) [J/10 Copy of the Form 1 I 1 Check for Permit a Foundation Permit b Building Permit ✓!e �o�vvn4nueaLl1 0�✓�aaaac�i..cvelza BOARD OF BUILDI G REGULATIONS License: CONSTRUCTION SUPERVISOR Number''CS 088997 5 Birlhdate09%09/1969 Expires 09/09/2007 Tr.no: 88997 . I�e'stYrcted '00 M,IC.IAEL V MAtJNO 7 SENEGA ST METHUEN. MA Commissioned I I I w The Commonwealth of Massachusetts d Department of Industrial Accidents A Office of Investigations Boston, Mass. 02111 °+M See" Workers'Compensation Insurance Affidavit Name `O ( . (_,l('J Please Print Name: Location: Ci1y Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. e ' GVl 1� S� r �I Pc'rry-1JoG-►1�� ycPS/ Com an name: Address Z I �U I,U►� Clix. I 1_KL__LLq1 - Phone-#: 4,76 U ' Insurance..Cg. CDS otic, �,�4eW�e �7 �Com an name: 7i) Address 0IPhone Insurance:Co. _. attic61 .., [k IMA Poli # Failure to secure coverage as uir under Section 25A or MGL 152 can lead to the imposition of criminal penalties of•a fine up to s1,500,OD and/or one years'imprisonment_. .well.as.civil.,RenattiesjnJhefnrm of_a.STOP.WORK..ORD.ER.and_afiine:.of.($1D0�.0)..a�i ay against.me. I understand that a copy of this s ement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby c rry nder the ns and penalties of perjury that the information provided above is true and correct. Si nature Date Z D ��'d� 12� f��Lcr4 �r Print name S;NA M ttv) C6 Phone.# ��J- � � S�C� fCi f t'� N (S L lv Official use only do not write in this area to be completed by city or town official' City or Town Permrt/Licensin ❑ Building DeptCheck if immediate response is required [ Licensing Board E] Selectman's Office person: Phone#. R Health Department Other 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 O O NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability Com NORTH ANDOVER, MA 01845 COVERAGE GROUP 0139954 The Waiver of Our Right to Coverage under this assignment Recover from Others Endorsement applies to Massachusetts is available on Pool policies_ operations only. For Coverage Contact your agent for details. outside of Massachusetts, contact the appropriate Pool or Plan for that state. - INSURANCE COMPANY: ApENT WILLOWS INS AGCY INC OR 522 CHICKERZN'G RD TRAVELERS INDEMNITY CO ' PRODUCER* N ANDOVER, MA MS JACKIE 01845 p O BOX E DENNIS56D ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:223856664 _ __ _ CLASSIFICATION OF OPERATiow CLASS ESTIMATED RATE ESPIMATED CODE TOTAL ANNUAL, PREMIUM REMUNERATION RPENTRY-DETACHED PRIVATE RESIDENCES- 5645 $0 1.0.62 $0 .tPENTRY-DWELLINGS-3 STORIES OR LESS 5651. $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT 0032 $50 STANDARD PREMIUM $50 EXPENSE. CONSTANT 0900 $122 TERRORISM CHARGE 9740 $0 RISK MINIMUM PREMIUM 0990 $500 ESTIMATED ANNUAL PREMIUM $500 DTA ASSESS. 4.5% OF STANDARD PREM. $17 EST. ANNUAL PREM. PLUS ASSESSMENT $517 INSTALLMENT BASIS: Annual REQUIRED DEPOSIT PREMIUM $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 DATE OF NOTICE: 05/24/03 PREPARED BY: Joanne Shea EXT 530 * * SERVICING CARRIER ASSIGNMENT LETTER Ib: 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street• Boston, MA 02110 (617)439-9030 •FAX(617)439-6055 •www.wcribma.org L.aNe, GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section - 8.7. Th 6 of the Town of North Andover Growth.Management-Bylaw; e applicant shall provide all of the necessary information as requested below. ?egc, -4 Rze bl%Velo�m LLC C 115- Permit Applicant Property address Map/Parcel 5Z� 3�'l-�Syd Applicant?.s Phone NumberSingle Family' Two Family I the undersigned applicant for the above property iiiii4thatthi attached building permit for which this form is completed does complywith the EXEMPTION section 8.7.6 of the Growth Management Bylaw:I also understand provdingthis form does not absolve me or any to this peimit from the requirements of obtaining other,pe[nits required priorto the issuance of the building permit FurtherI-understand that my interpretation ofthe exemption status.is subject to review by the.Buildillg Department and is only i officially accepted when the building permit is issued Based on section 8.1.6 ofthe North Andover Growth:Bylaw the above lot and the work as applied forron the above lot in the building perm apppcation and associated attachments,complies with one or more'_Uthe following•sections as indicated by a check mark.. This is an application for a building permit for the eiilargernent'restoi4ion or reconstrud_ion of a dwelling in existence as of the effedive date of this bylaw,:provided:that no additional resrdentralunt[is created. The lot(s):was/were created pnorto May-6,1996 and are exempt from theprovisions of section 8:7 oftlie Zoning Bylaw. 'Th' application is for dwelling units fo£low and or moderate income families or i idividuals where all ofthe conditions of 8 76 ace mei and or represents dwettmg units forsemor.residents,where occupancy ofthe unRs is restriciedzo'senior citizens ' through a properly executed and recorded deed restriction numingwith t}ie land.F,or_purposes ofthis_sectron,.`:senior''.shall mean persons over the age 9fi55. This application is part 4adevelopment,proled which voluntanly agreed to a minimum 40%permanent reduction in: density(buildi6le.lots)below the density permittedunder zoning and feasible given°the environmental conditions,ofthe-tract,with`the' surplus land equal to at east ten;buildable ages andpennanently designated as open space"or farmland The,land to be,preserved`shall be proteded`from development by.an Agncultural Preservation Restndion Const ry"ation Restncuon:dedication to theTown,or other similar mechanism approved bythe planning board that Will ensure its protection. This application represents a trail of land existing and not held by a Developer in common ownership with ani adjacent parcel'on the effective date of this Section 8 7 and shall receive'a one time exemption from the Planned Growth'Rate and Development Scheddlingprovisioris for thq.purpose of constructing one single fan ily dwelling unR on the parcel This application represents a lot-,Which is-ready for a builduigpermit(all other permIIs from all other boards:and : commissions have beenreceived and the project is m comphanee with diose permits) and the Development Sd edule"does not accommodate issuing a building permit in that year,One buiidutg permit will be issued'per,year per Development until such time as the deyelopmenf schedule accommodates issuing building permits Applicant must submit"ant approved FORM Il withjthrs E?EMPTION: " PLEASE PROYIDE ANY AND ALL INFORMATION THST WOULD ASSIST THE BUILDING.DEPARTIv1ENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS.ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS BY SIGNING BELOW'I ATTEST TO THE ACCURACY.OF THE INFORM ATION.PRO:V AND THAT THE AT-FACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION„AS CITED ABOVE. •. FURTHER I UNDERSTAND THAT THE,SUBMITfAL OF'Iv1ISLEADING OR:` INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE`EXEWTION WHICH DOES NOT COMPLY,WHETHER DONE TO MY,KNOWLEDGE OR, NOT IS GRO OR RE S' BY THE BUILDING DEPARTMENT TO,;ISSUE.A`BUILDING-PERIv1IT APPLICANT S SIGN TURF: DATE THIS FORM_TO BE;ATTACHED TO THE BUILDING PERNIIT APPLICATION . 4 0 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id Data filename:K:\Laudani\Peachtree\HouseB\4996B.rck PROJECT TITLE: Peachtree Development CITY:North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 03/22/04 DATE OF PLANS: 3-21-04 PROJECT DESCRIPTION: House B COMPLIANCE: Passes Maximum UA=541 Your Home UA=530 2.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1328 30.0 0.0 46 Ceiling 2: Cathedral Ceiling(no attic) 275 19.0 0.0 14 Wall 1: Wood Frame, 16"o.c. 3360 13.0 0.0 240 Window 1: Wood Frame:Double Pane with Low-E 345 0.340 117 Door 1: Solid 21 0.180 4 Door 2: Glass 63 0.340 21 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1874 19.0 0.0 88 Boiler 1: Other(Except Gas-Fired Steam), 80 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 has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release ld (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. t Builder/Designer Date FORM J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town ol'North Andover. EssexCounty. Massachusetts, hereby certify that: a.. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds- Book 7827.. Page 143; or registered in Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book , Page ; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts'' Plan dated October 24, 2002- last revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the restrictions as to sale and building specified thereon. -- Lots designated on said Plan as folio-s: (Lot Number (s) and street (s)) J Lots 10 through. 19, inclusive, Peachtree Lane CD .J b. (To be attested by a Registered Land Surveyor) i hereby certify that lot number (s) 'I .ots 10 through C), inch-Iciye_ on Peachtree ZD Lane do conform to layout as shown on Definitive Plan entitled "Definitive .� Subdivision and Special Permit Plan Peachtree Farm in North Andover. Massachusetts". Registered Land Surveyor f �!' z f ''�' (�✓L� l �I�l�,�C ,j 1 of 2 f 7C' O c. The Town of North Andover, a municipal corporation situated In the County of Essex. Commonwealth of Massachusetts, acting by its duly organized Planning .Board, holder of a Performance Bond or Surety dated 20 . and/or Covenant dated Mav 20. 2003 from Bi�7 Kahuna Properties LLC of the City/Town of North Andover, Essex County Massachusetts recorded Nvith the Essex North District Registry of Deeds, Book 7527, Page 143; or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Booh Pa�7e acl:no�uledoes satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 10 through 20, inclusive, Peachtree Lane EXE, CUi ElD as a sealed instrument this , day of May, 2004. Majority ofthe Planning.Board ��f F�A F f vF Rv V of the Town of North Andover "COMMONWEALTH"' OF MASSACUIUSE i I S County of Essex, ss On this clay of May, 2004; before me, the undersigned notary public, personally appeared "�( r �,u J�S� _ ,proved to me through satisfactory evidence of identification; which Is �_ _ �/i a,�nnliLt_•-�:t, t�6 r ,:- f t t to be the person whose name is signed on the preceding or attached docLin-ient, and acknowledged to me that he signed .it voluntarily for its stated purpose, as member(s) of the Planning Board of the Town of North Andover, Massachusetts, NOTARY PUBLIC My Commission Expires:�'S I i 2 of 2 h02)71.78.? F o I I I ' I I I ESSEX NORTH F. RY OF bEE08 LAWRENCE, MASS. A TRUE COPY: AT ES I I RMSTMR OF DEEB ORT1y Town oAndover ® .. No. a wM o ndover, Mass., — pp COC MIC NE WICK V A0 ATED P' C7 ITSQA C H U5� FOR 1 EXCAVATION AND FOUNDATIO'N THIS CERTIFIES THAT .... . '�V. ............................................. ......................... ..... ........................................................... l 1 has permission to excavate and pour foundation at ... ....�..........&� ........... ...... .................... . / F4 / R r s r c% c ti 8 rRoo� s, 3 '1a aA'f't S for the purpose of....... .�� ! '�........ ..................��............................................---............................................ The person accepting this permit must return to the office of the Building Inspector a certified plot plan show � �� of building thereon before Foundation will be inspected. ,, W-4c,k,e� VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. V*4. C ........ ... . BUILDING INSPECTOR TONM of tAndover No. - y r- 3140 o LA o. dover, Mass., COCHICMEWICK 7,9 RATED `S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT . .... � . . � BUILDING INSPECTOR ....�.... ............................................ ....................... ............. Foundation haspermission to ere #11 X Aro C r'�r ,�it� p Oo. .............e............ buildings on .. ...0.................... ff.....................t... Rough {; S g A1% Q SA& 11 �� N lr \ Chimney tobe occupied as 1.................................... ....................................................................... provided that the person accepting this permit shall in every respect conform to the terms of the app ication on file in Final this office, and to the provisions of the Codes and By-Laws rel ting to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. A 1 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Perm!it. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI N S ARS �, Rough ... . Service ..... .. ... .. . .. 4EB'�ML*D****1*NG .............. .......INSPECTOR Final Occupancy Permit Required to Ocayy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal 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. � O _ Rechar er 180 11 pvG / �,26�X65.. 2O._ /0. o' 20' 40' 9 S 7.5• CP \ �2S Length 7.5• Loy U, Length 6.33b �� Width 36 ® "i \,26BX ht 20.5' ®Weight _ LOC S H-10: 34 Ibs. - 6.33' W V �o a �� Z� a� N.T.S. Recharger 180 - INSTALLATION DETAIL 14'-10" 0.0 U 1r CRUSHED STONE ^� 4 VICINITY MAP N SCF 20 j � 33 o , SCALE: 1" = 500' 1 NOTES: j - 1 , ! I J 1. THE D.E.P. FILE NUMBER FOR THE SITE 11- CRUSHED STONE j \� IS 242-1186 UNIT TYPE: O O n Dc CAPACITY. 122 CF. V6 2 .......... ..... CALCUunONS.BASED ON, NOTE STORAGE CAPACITY DOES NOT 2. ROOF LEADERS TO BE EQUPPED WITH 35% STONE VOID N.T.S. INCLUDE STONE BELOW CULTEC UNITS OVERFLOWS AS SHOWN ON SHEET 1 CRUSHEDSTONE 7701)0" ��� 1-264. 11 OF 15 OF THE NOI PLAN SET. �" . \ - CULTEC 410 FILTER FABRIC FINISHED GRADE RECOMMENDED, NOT REQUIRED 85%COMPACTED FILL CULTEC RECHARGER 180 00- STANDARD DUTY H-10 CHAMBER e PVC INSPECTION PORT 2 TO WITHIN 6" OF F.G. RN. GRADE ! EL. 267.6 z z• :i' ;., CULTEC 410 O FILTER FABRIC �; �' ' i' ^,' '•;! < TOP. SIDES AND BOTTOM \ PROPOSED PLOT PLAN N CHAMBER �o LOT 12 - PEACHTREE FARMS i BOTTOM EL 263.6 in NORTH ANDOVER, MASS. 6. h 16. 6" STONE BASE _ Prepared For �TYPICAL CROSS SECTION RECHARGER 180 E.S.H.W.T.EL 2so.zf= PEACHTREE DEVELOPMENT, LLC , STANDARD H-10 CULTEC CHAMBER SYSTEM � O -- ! P.O. BOX 3039 SCALE = N.T.S. •_` -�` ANDOVER, MASS. TEST HOLE INFORMATION REVISION DAI o Marchionda TEST DATE: 5/27/04 s &Associates, L.P. EXISTING GRADE: 263.2 OBS. WATER @ 88" 5' 25 „ Engineering and E.S.H.W.T. 0 38 (260.2) l 2 \ et Planning ConsultantsTEL: -6121 PERCOLATION RATE: N 62 Montvale Avenue TEL:(781)438-965 ^� �, Suite I FAX:(781)43&9Gi4 p Stoneham,MA 02180 DATE: SEP. 2, 2004 20'/HR 38 o Email:engineering@narchionda.com Website:www.marchionda.com SCALE: 1 = 20' m 1 Atlantic Design Resources,Ltd. 152 Portsmouth Avenue Stratham New Hampshire 03885 Phone 603/418-0764 Fax 603/418-6375 asdr@conversent.net RECEIVED MAR 8 2005 BUILDING DEPT. HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJECT LOCATION 125 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, MA 01845 PROJECT 204110 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 Atlantic Design Resources Ltd 152 Portsmouth Ave. Stratham, NH 03885 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 .125 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 94 RESIDUAL PRESSURE (psi) 36 RESIDUAL FLOW (gpm) 995 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 MINIMUM PRESSURE PER SPRINKLER (psi) 16.38 . THIS SYSTEM OPERATES AT A FLOW OF 34.14 gpm AT A PRESSURE OF 63.08 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM -------------------------------------- 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Atlantic Design Resources Ltd 125 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test 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 . 21 4.20 4.00 17.00 16.38 0.00 16.38 22 4.20 4.00 17.14 16.65 0.00 16.65 THE SPRINKLER SYSTEM FLOW IS 34.14 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS - 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES& FLOWS OCCUR ---> AT REF. PT. 1 < -- STATIC PRESSURE 94.00 psi RESIDUAL.PRESSURE 36.00 psi AT 995.00 gpm TOTAL SYSTEM FLOW 54.14 gpm AVAILABLE PRESSURE 93.74 psi AT 54.14 gpm OPERATING PRESSURE 74.07 psi AT 54.14 gpm PRESSURE REMAINING 19.66 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER , [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Atlantic Design Resources Ltd 125 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test 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 34.14 75.00 23 3.32 120 18 1.265 0.140 0.000 74.07 63.08 11.00 i i 2 3 34.14 8.00 22354 4.32 120 18 1.025 0.391 1.733 63.08 56.52 4.82 3 4 34.14 32.00 2232 5.32 120 18 1.025 0.391 0.000 . 56.52 32.95 23.58 4 5 0.00 21.00 32 7.95 120 9 1.109 0.000 9.100 32.95 23.85 0.00 4 6 34.14 50.00 32 7.95 120 9 1.109 0.267 0.000 32.95 17.50 15.45 6 21 17.00 12.00 3 3.31 120 9 1.109 0.073 0.000 17.50 16.38 1.12 6 22 17.14 8.00 3 3.31 120 9 1.109 0.074 0.000 17.50 16.65 0.85 A MAX. VELOCITY OF 13.27 ft./sec. OCCURS BETWEEN REF. PT. 3 AND 4 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. NATER SUPPLY/DEMAND GRAPH 125 Peachtree Lane N.Andover,Ma NFPA•13 D 2 head sprinkler test 180.00 � 140.00 130.00 120.00 P 110.00 R 1 aa.0a E go 00 S 80.00 S 70:00 IV U 60.00 R 50.00 E 40.00 _ 30.00 20.00 { 10.00 _. i 0.00 _ 0 500 1000 1500 2000 Supply: 36.00 psi @ 995.00 gpm Demand: '�t4,0;' p-31 54.14 gpm FLOW Sprinkler-CALF ?.2 Win sos� a Fire & Building Products C Ei TRAL Customer Service/Sales: Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Tel:(215)362-0700/(800)523-6512 Fax:(215)362-5385 Renes LFII Residential Flush Pendent sprinklers. 4.2 iC-factor standards of any other authorities hav- General ing jurisdiction. Failure to do so may impalr the integrity of these devices. Description The owner is responsible for maintain- The Series LFII (TY2284) Residential Ing their fire protection system and de- Flush Pendent Sprinklers are decora- vices In proper operating condition. tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use inresiden-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. - - r apartments, dormitories, and hotels. When aesthetics is the major consid= SprinklerlModel eration, the Series LFII (TY2284) s should be the first choice. Identification The Series LFII are.to be used in wet Number pipe residential sprinkler systems for one- and two-family dwellings and manufactured homes per NFPA 13D; SIN TY2284 wet pipe residential sprinkler systems for residential occupancies up to and Technical Including four stories in height per Operation NFPA 1313;or, wet pipe sprinkler sys- Data . temsfor the residential portions of any The sprinkler assembly contains a occupancy per NFPA 13. Approvals: small fusible solder element.When ex- The Series LFII (TY2284) has a 4.2. UL and C-UL Listed. posed to sufficient heat from a fire,the (60,5) K-factor that provides the re- Maximum.Working Pressure: solder melts and enables the internal quired residential flow rates at reduced 175 psi(12,1 bar) components of the sprinkler to fall pressures,enabling smaller pipe sizes away. At this point the sprinkler act!- and water supply requirements. Discharge Coefficient: vates with the deflector dropping into The flush design of the Series LFII K=4.2 GPM/psI1/2(60,5 LPM/bar1/2) its operated position (Reference Fig- (TY2284) features a separable es- Temperature Rating: ure IC),permitting water to flow. cutcheon providing 3/8 Inch (9,5 mm) 1620171720C vertical adjustment. This adjustment Vertical Adjustment: reduces the accuracy to which the pipe 3/8 inch (9,5 mm) drops to the sprinklers must be cut to help assure a perfect fit installation. Finishes: TY2284 has been Sprinkler and Escutcheon: The Series LFII (TY2284) White,Chrome,or Black designed with heat sensitivity and water distribution characteristics physical Characteristics: proven to help in the control of residen- Body . . . . . . . . . Bronze tial fires and to improve the chance for Deflector. . . . . ... . . . . Copper occupants to escape or be evacuated. Valve Cap . . . . . . . . . . . Brass Orifice Seal . . . . . . . Copper WARNINGS Heat Collectors . . . . . . . Copper The Series LFII(TY2284)Residential Flush Pendent Sprinklers described herein must be installed and main- tained.in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the Page 1 of 8 JANUARY, 2003 TFP420 . Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Calling (Max.8 Inch Rise for 12 Inch Run) Area(a) Ft. (Max.2 Inch ISO (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12lnch: un) for 12 Inch Run) than two sprinklers in*a;8ompartment. (m x m) 162°F/72°C 162"Ff72°C 162"FR2°C 12x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) . 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1;13 bar) 11.1 psi(0,77 bar) 16x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18x 18 18 18 GPM(68,1 LPM) - 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5). 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) - 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-tactor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER ■ mantling sprinklers.The minimum re DeS/gn quired discharge from each of the four Beam Ceiling sprinklers is to be.the greater of the Criteria following: Design Criteria The Series LFII (TY2284) Residential • The flow rates given in Table A for The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL NFPA 13D and 13R as a function of Flush Pendent Sprinklers are UL and Listed and C-UL Listed for installation temperature rating and the maxi- C-UL Listed for Installation in residen- In accordance with the following trite- mum allowable coverage area. tial occupancies with horizontal ceil- ria. • A minimum discharge of 0.1 gpm/sq. Ings (i.e., slopes up to a 2 inch rise ft.over the"design area"comprised over a 12 inch run)with beams when NOTE of the four most hydraulically de= installed in accordance with the follow- When conditions exist that are outside mending sprinklers for the actual Ing criteria: the scope of the provided criteria,refer coverage areas being protected by General Information.The basic con- to the Residential Sprinkler Design the four sprinklers. cept of this protection scheme is to Guide TFP490 for the manufacturer's Obstruction To Water Distribution, locate the sprinklers on the underside recommendations that maybe accept- to the beams,Ref.Figure 4, not in the able the local Authority Having Jurus- Locations of sprinklers' are to be in g ( diction. accordance with the obstruction rules beam pockets); to identify the main of NFPA 13 for residential sprinklers. beams that principally run in one direc- System Type.Only wet pipe systems tion as"primary beams";and,to!den- may be utilized. Operational Sensitivity. The sprin- tify the beams that run principally per- klers are to be installed in the flush pendicular to the main beams, as may Hydraulic Design. The minimum re- position per Figure 1 with the provided be present(or in some cases may be quired sprinkler flow rate for systems escutcheon. necessary for proper sprinkler protec- designed to NFPA 13D or NFPA 13R Sprinkler S acin as'secondary are given in Table A as a function of P p g.,The minimum tion),as seconds beams". temperature rating and the maximum spacing between sprinklers Is 8 feet Primary and Secondary Beam allowable coverage areas.The sprin- (2,4 m). The maximum spacing be- Types. Solid surface, solidor hollow kler flow rate is the minimum required tween sprinklers cannot exceed the core,combustible or non-combustible. discharge from each of the total length of the coverage area(Ref.Table number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Primary and Secondary Beam Posi- fied in NFPA 131 .or NFPA 13R. - maximum 12 feet for a 12 ft.x 12 ft. . tioning. Directly attached to the un- coverage area,or 20 feet for a 20 ft.x derside of a combustible or non-com- Forsystems designed to NFPA 13,the 20 ft.coverage area). bustible smooth ceiling at any . number of design sprinklers is to be elevation. the the four most hydraulically de- Primary Beam Cross-Section:Maxi- TFP4;0 '• r . Page 3 of 8 .\.fit. . r WRENCH RECESS #4948 WRENCH&SOCKET COMBINATION 3/32"(2,4 mm)TYR FACE OF DO NOT SPRINKLER OVER-TIGHTEN r- _� FITTING I I ACCEPTS WRENCH. l_ 1 3/8'SOCKET 29/3213/16" 04947 DRIVE \ (23,0*4,8 mm) SOCKET \ FIGURE 2 CEILING LEVEL MOUNTING SPRINKLER SOCKET TOLERANCE SURFACE WRENCH&SOCKET COMBINATION LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2"(50 mm)DIA. ` I I 29/3213/16" l 1 2-1/4' (23,014,8 mm) - _ (57,2 mm) O HEAT J- COLLECTOR FIGURE 3 2-15116'(75 mm)DIA. PROTECTIVE CAP REMOVAL TOOL B. 1/2"NPT r- -� 7/16'(11,1 mm) NOMINAL MAKE-IN 9/16"(14,2 mm) (_ ) . 15116"(23,6 mm) i DEFLECTOR I OFERATED POSITION C . FIGURE i SERIES LFII(TY2284)RESIDENTIAL FLUSH PENDENT SPRINKLER • TFP420 Page 4 of 8 mum depth of 14 Inches and the maxi- Sprinkler Types. Series LFII mum width Is unlimited.The cross-sec- (TY2284), 162F, Flush Pendent Resi- A tional shape of the primary beam may dential Sprinklers. Z be rectangular to circular. Sprinkler Coverage Area and Hyr Secondary Beam Cross-Section, draulic Design. The sprinkler cover- E E Maximum depth to be no greater than age areas and hydraulic design criteria m V) the primary beam and the maximum as presented in the Table A for"Hort- width is unlimited.The cross-sectional zontal Ceilings"are to be applied. N shape of the secondary beam may be Sprinkler Position. The bottom of m rectangular to circular. heat collector to bottom of primary Primary Beam Spacing.The primary beams for the Series LFII (TY2284) beams(Fig.5A)are to be 3 ft.-4 in.to Flush Pendent Sprinklers is to be 6 ft,from the compartment wall to cen- 23/32 to 1-3/32 inches (Fig.4A).The FLUSH ter of the nearest beam and from cen- vertical centerline of the Series LFII ' TY2284 POSITION ter to center between beams. (TY2284) Flush Pendent Sprinklers is Secondary Beam Spacing.The see- to be no greater than half the primary B ondary beams principally run perpen- beam cross-sectional width plus 2 dicular to the primary beams. inches from the centerline of the pri- � � mary beam(Fig 46). E E Secondary beams of a depth equal to E E the primary beam must be placed so NOTES N q that the beam pockets created by the Core drilling of beams to allow the primary beams do not exceed 20 feet installation of sprinkler drops requires NN in length(Fig.5B). consulting with a structural engineer. N NOTE Where core drilling is not permitted, e When the beam pockets created by the previously stated sprinkler position the primary beams exceed 20 feet in criteria for the Series LFII (TY2234) Pendent Sprinklers allows for the length, the installation will require the TY2284 use of secondary beams as described sprinkler drop to be placed adjacent to MAXIMUM above. Otherwise, secondary beams the primary beam. ONE-HALF BEAM DTH PLUS need not be resent. Beam and Soffit Arrangements. A 2•I 5o,a mm) Secondary beams of a cross-sectional soffit is permitted to,be placed around depth greater than one-quarter the the perimeter of a compartment with depth of the primary beams are to be the beam arrangement within the sof- a minimum of 3 ft. - 4 in. from the filed area(Fig.6). FIGURE 4 compartment wail to center of the The cross-section of the soffit may be . SPRINKLER POSITIONING nearest beam and from center to cen- any size as long as it does not create UNDER PRIMARY BEAMS ter between beams(Fig.5C). an obstruction to water distribution per Seconda beams of across-sectional the obstruction rules of NFPA 13 for (Refer to the'Beam Ceiling depth no greater than one-quarter the residential sprinklers. Design Criteria section) depth of the primary beams may be When soffits are present, the pre- placed at any compartment wall to viously provided 3 ft: 4 in. to 6 ft. center of the nearest beam distance "compartment wall to adjacent beam" and from any center to center distance distance for the primary and secon- between beams(Fig. 5C), dary beams is to be measured from the Lintels.Lintels over doorways exiting face of the soffit as opposed to the the compartment must be present.The compartment wall. minimum height for the lintels is 6 NOTE inches or no less than the depth of the Although the distance to the beams is Primary Beams,whichever is greater. measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP420 Page 5 of 8 ALLFIGURES: A—+�—A—►'---A� DISTANCES ARE MEASURED TO ¢ 14'(356 mm) COMPARTMENT MAXIMUM WALL FACES AND TO CENTERLINES '{ OF BEAMS A-3'-4'to 6'-0'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- r ING A 14'(356 mm)MAXIMUM DEPTH PRIMARY BEAM 20'-0'(6,1 m) MAXIMUM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0'(6,1 m) A--��A—��—A--� IF B A=3'-4'to 6'-0'(1,0 to 1.8 m) =� FOR PRIMARY BEAMS HAV- SECONDARY 'r B ING A 14'(356 mm)MAXIMUM BEAM > DEPTH B-20'-0 (6,11 m)MAXIMUM rs FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 2Z-O"(6.1 m) COMPARTMENT " WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0'(6,1 m) AA- IF !` C A=.3'-4'toV-O'(1,0to18m) FOR PRIMARY BEAMS HAV- ING AVING A 14'(356 mm)MAXIMUM SECONDARY C DEPTH BEAM ` C=9-4'(1,0 m)MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY* —or— BEAM C-ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING ..; DEPTHS UP TO 25%OF *REFER TO PRIMARY BEAMS FIGURE 513 COMPARTMENT FOR SPANS WALLS r' EXCEEDING 20'-0'(6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 5 BEAM ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) TFP420 Page.7 of 8 spection, testing, and maintenance of / their fire protection system and de- Limited. Ordering vices in compliance with this Warrant Procedure docu- ment, as well as with the applicablecable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in Products manufactured by Tyco Fire When placing an order,indicate the full addition to the standards of any other Products are warranted solely to the product name.Contact your local dis- authorities having jurisdiction.The in- original Buyer for ten (10) years tributor for availability.. stalling contractor or sprinkler manu- against defects in material and work- Sprinkler Assembly: facturershould be contacted relative to manship when paid for and properly p y: any questions. installed and maintained under normal Series LFII(TY2284),K=4.2,Residen- use and service.This warranty will ex- tial Flush Pendent Sprinkler without NOTE pire ten (10) years from date of ship- Escutcheon and having a (specify) The owner must assure that the sprin- ment by Tyco Fire Products. No war- finish,PIN (specify). klers are not used for hanging of any ranty Is given for .products or objects and that the sprinklers are only components manufactured by.compa- chrome.................. 51-123-0-162 cleaned by means of gently dusting nies not affiliated by ownership with Whiteack.................... 51 123-6-162 with a feather duster;otherwise, non- Tyco Fire Products or for products and operation In the event of a fire orinad- components which have been subject .Escutcheon: vertent operation may result. to misuse,improper installation,corro- sion,or which have not been installed, Escutcheon for Series LFII (TY2284), It is recommended that automatic maintained,modified or repaired in acK=4.2, Residential Flush Pendent sprinkler systems be Inspected, cordance with applicable Standards of Sprinkler with (specify) finish, PIN tested, 2nd maintained by a qualified the National Fire Protection Associa- (specify). Inspection Service. tion,and/or the standards of any other . Authorities Having Jurisdiction.Mate- chrome.................. 56-123-9-001 Tyco Fire Products to be white.................... 56-123-6-001 rials found by Y Black...........:........ 56-123-6-001 defective shall be either repaired or replaced, at Tyco.Fire Products' sole Accessories: option.Tyco Fire Products neither as- Socket for Series LFII (TY2284) Resi- sumes, nor authorizes any person to dential Flush Pendent Sprinkler, PIN assume for It, any other obligation in p 56-000-4-947. connection with the sale of products or . parts of products.Tyco Fire Products Wrench & Socket for Series LFII . shall not be responsible for sprinkler (TY2284) Residential Flush Pendent system design errors or inaccurate or Sprinkler, PIN 56-000-4-948. incomplete information supplied by Protective Cap Removal Tool'for Se- Buyer or Buyer's representatives. ries LFII (TY2284).Residentlal Flush IN NO EVENT SHALL TYCO FIRE Pendent Sprinkler, PIN 56-000-4-300. PRODUCTS BE LIABLE, IN CON- TRACT,TORT,STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' Ll- ABILITY )EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY 1S MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED I=UDiNG WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- i i . i Page 6 of 8 TFP420 SECONDARY BEAM `USE DISTANCES SHOWN PRIMARY-'- IN FIGURES 5A,5B&5C, BEAM EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES FACE OF SOFFIT COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) fitting to the mounting surface will be Installation nominally 29/32 inches (23,0 mm) as Care and shown in Figure 1A. The Series LFiI (TY2284) must be in- Maintenance stalled in accordance with the follow- plied3. With pipe thread sealant ap- plied to the pipe threads,hand tighten Ing instructions: the Sprinkler into the sprinkler fitting. The Series LFII (TY2284) must be NOTES maintained and serviced in accord- The Protective Cap Is to remain on the Step 4. Wrench tighten the Sprinkler ance with the following instructions: sprinkler during installation until the using only the Sprinkler Socket or ceiling Installation Is complete. The Wrench & Socket Combination (Ref. NOTES Protective Cap must be removed to Figure 2). The wrench recess of the Absence of an Escutcheon Plate may place the sprinkler In service. Socket is to be applied to the sprinkler delay the time to sprinkler operation in . A leak tight 1/2 inch NPTsprinkler joint wrenching area(Ref.Figure 1 A). a fire situation. should be obtained with a torque of 7 Step 5.Use the"ceiling level tolerance Before closing a fire protection system to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- limit"indicator on the Protective Cap to main control valve for maintenance mum of 21 ft.lbs. (28,5 Nm)of torque check for proper installation height. work on the fire protection system is to be used to install sprinklers. Relocate the sprinkler fitting as neces- which it controls, permission to shut Higher levels of torque may distort the sary.If desired the Protective Cap may down the affected fire protection sys- sprink/er Inlet with consequent leak- also be used to locate the center of the tem must be obtained from the proper age or impairment of the sprinkler. clearance hole by gently pushing the authorities and all personnel who may Do not attempt to compensate for in- ceiling material against the center be affected by this action must be no- sufficient adjustment in an Escutcheon point of the Cap. tified. Plate by under-or over-tightening the Step 6.After the ceiling has been com- Sprinklers which are found to be leak- Sprinkler. Readjust the position of the pleted with the 2 inch(50 mm)diame- ing or exhibiting visible signs of corro sprinkler fitting to suit. ter clearance hole, use the Protective Sion must be replaced. Each sprinkler must be inspected be- Cap Removal Tool (Ref. Figure 3) to Automatic sprinklers must never be fore installation. Do not use any sprin- remove the Protective Cap and then painted, plated, coated, or otherwise kler that exhibits any deformations or push on the Escutcheon until its flange altered after leaving the factory.Mod!- . cracks,.including cracks on the protec- just comes in contact with the ceiling. fied or over heated sprinklers must be tive cap. Do not continue to push the Escutch- replaced. eon such that it lifts a ceiling panel out Step 1.The Sprinkler must be installed of its normal position. If the Escutch- Care must be exercised to avoid,dam- only In the pendent position and with . eon cannot be engaged with the Sprin- age - before,during,and after instal- the Sprinkler waterway centerline per. kler, or the the Escutcheon cannot be lation. Sprinklers damaged by drop- pendicular to.the mounting surface. engaged sufficiently to contact the ping, striking, wrench twist/slippage, Step 2. Install the sprinkler fitting so. ceiling, relocate the sprinkler fitting as or the like,must be replaced. that the distance from the face of the necessary. The owner is responsible for the in • Series 909 «Engineered for NO Sizes %11 - 211 capacity p Reduced Pressure Zon. To prevent back-siphonage and backpressure of con- Patent 14,241,752 , taminated water into the safe drinking water supply, when sos4T-s installed at each high hazard cross-connection. Use Series 909 for backflow protection in cross-connec- tion control and containment at the service entrance.The 909 high capacity relief incorporates the"air-in/water-out principle and substantially improves the relief valves dis- charge performance.The emergency condition of corn= biped back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port, resilient Note:The installation of a drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT. Sizes 3/a" drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check, and 1"only Suffix Capacity QT-with quarter-turn,full port,resilient seated ball valve shutoffs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze strainer Research at the University of southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalprrigalion system flow rate(7.5 feet per second) PC-with internal Polymer Coating LF-without shut-off valves 16 %11909- • Prefix U- with integral body unions(a/4"and 1"only) c 12 FAE-with flanged adapter ends(11/d",11h",2' Only) a 8 Features 4 -. Quarter-turn ball valve shut offs - Replaceable bronze seats 0 5 10 15 20_ 25 30 35 GPM Designed pressure drop a Modular design 5 7.5 10 15 20 FPS Simple and economical service • No special tools required for 111909 • High capacity relief protection servicing 20 against combined back-siphonage/ 15 backpressure backflow 2 W10 standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 180°F in- 5 7.5 10 15 20 FPS termittent.•Suffix HW stainless steel check modules suit- 20 1 1/4"909M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F. for harsh water conditions. 0 15 Connections 2210 3/4"-1" 9090T,has NPT female threaded body connections. , 5 1'/4"-2"909QTM1 has NPT male threaded body connections. Dimensions-WeightS (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM Size Dimension(i ches) Wgt(lbs.) 5 7S 10 15 20 FPS inches A B C D E F G H w/o strainer. 20 1 1/2"909M1 3/z 21'/4 171/4 76/16 4 4Y, 11'/4 &Y4 31/6 15% 14 1 22'h 176/6 76/16 4 46/4 13 7 3r/a. 171/z 15 15 11/4 256/a 205/a 101/e 5 6% 14 71k 51/4 42�Y4 40 11/z 27'/16 21 e/4 10'/e 5 66/e 15 71/2 5'/4 44 40 a 10 2306/c 1 235/e 102/e 5 We 16 1 71Y4 51/4 471',1. 40 5 c— _ A e 0. 10 20 .30 40 50 60 70 80 90 100 GPM r 2" 909M1 5 7.5 10 . 15 FPS - 20 E i S J a15 a 10 r e—1 909OT-S o 0 _H — 5 L –L 6 For more information,send for ES-9095 0 25 50 75 100 125 150 175 200 GPM 5 7.5 10 15 FPS VSR-SF POTTER. VANE TYPE WATERFLOW FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric.Signal & Mfg., LTD. 2081 Craig Road• St. Louis, MO 63146-4161 55 Glen Cameron Road (314)878-4321 •(800)325-3936 a Thornhill, Ontario, Canada L3T 1 P2,, www.pottersignal.com (905)882-1833 UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish t Cover held in place with tamper resistant screws r Contact Ratings: Two sets of SPDT(Form C) ' 15.0 Amps at 125/250 VAC $° 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2"conduit. i x Usage: Listed plastic, copper and schedule 40 iron pipe. .*4 i Fits pipe sizes- 1", 1 1/4", 1 1/2"and 2" Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" ` CPVC and one for 1 1/2" polybutylene. (CTS-Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket IL 7; and die-cast housing. •NEMA4/IP55ratedenclosure-use with appropriate conduitfitting. -Temperature range:40" F to 120° F(4.5" C to 49"C) Caution: This device is not intended for applications in explosive environments. Service Use: .Mf=;;,,:. Automatic Sprinkler. NFPA-13 One or two family dwelling NFPA-13D Stock No. 1113000 Residential occupancy up to four stories NFPA-13R U.S. PAT. NO.3921989, CANADIAN PAT.NO. 1009680 National Fre Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a.vane type waterflow switch for use on, waterflow. wet sprinkler systems that use 1", 1 1/4", 1 1/2"or 2"pipe size. The unit may also be used as a sectional waterflow The vane must not rub the inside of the TEE or bind in any detector on large systems. way. The stem should move freely when operated by hand. The unit contains two single pole double throw snap action The device can also be used in copper or plastic pipe installa- switches and an adjustable, instantly recycling pneumatic tions with the proper adapters.so that the specified TEE fitting retard.The switches are actuated when a flow of 10 gallons may be installed on the pipe run. per minute or more occurs downstream of the device. The flow INSPECTION AND TESTING: Check the operation of the unit condition must exist for a period of time necessary to over- by opening the inspector's test valve at the end of the come the selected retard period. sprinkler line or the drain and test connection, if an inspector's.., INSTALLATION: These devices may be mounted in horizon- test valve is not provided. tal or vertical pipe. On horizontal pipe they should be installed If there are no provisions for testing the operation of the flow on the top side of the pioe where they will be accessible. The detection device on the system, application of the VSR-SF is units should not be installed within 6" of a valve, drain or fitting not recommended or advisable which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See The frequency of the inspection and testing and its associated Fig. 2 for proper TEE size, type and installation. protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority Screw the device into the TEE fitting as shown in Fig. 2. Care having jurisdiction (manufacturer recommends quarterly or must be taken to properly orient the device for the direction of more frequently). PRINTED IN USA MKT.#8800003-REV M �r PAGE 1 OF 2 MFG.#5400802-2197 i . 7.� •,rte '�.j...,,.. IT VSR=FPO a JR ER . I VANE TYPE WATERFLOW ® SWITCH WITH RETARD FIG. 1 FIG. 2 DO NOT LEAVE COVER OFF FOR SWITCH TERMINAL CONNECTIONS EXTENDED PERIOD OF TIME CLAMPING PLATE TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM "0 ALTERNATELY TO AN AMOUNT OF RETARD NECESSARY TO PREVENT EVENTUAL 50FT.-LBS FALSE ALARMS, A "B" SETTING IS USUALLY ." OF TORQUE ADEQUATE FOR THIS. FACTORY.IS SET TO "B". O O 01 OW0.1923-3 CAUTION: TO INSTALL,DRILL A HOLE AS INDICATED: �! MOUNT ON PIPE SO An uninsulated section of ARROW ON SADDLE a single conductor Should PIPE SIZE HOLE SIZE POINTS IN DIRECTION not be looped around the OF WATERFLOW 2•to 21/2• -1 terminal and serve as two va•+va••u1s• (50mm to 65mm) (33mm t2mm) I ROLL PADDLE IN separate connections. OPPOSITE DIRECTION The wire must be severed, 3•to2•m1/8' • OF WATERFLOW (80mm to 200mm) (59mm x2mm) thereby providing supervi- sion of the connection in the event that the wire DIRECTION OF becomes dislodged from WATERFLOW under the terminal. APPROX. RETARD SETTINGS (IN SECS.) 0L 8 C D E DWG. X761-30 I 0zs 20-40 35-55 50-70 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER STYLE B (CLASS B) END-OF-LINE RESISTOR CKT, OR BATTERY POWERED (SEE NOTE) ' OPEN ON ALARM CLOSE ON OPEN ON' CLOSE ON ALARM ALARM ALARM EOL -<D= RESISTOR SIGNALING DEVICE NOTE: FOR SUPERVISED CIRCUITS SEE "SWITCH TERMINAL CONNECTIONS" DRAWING AND CAUTION NOTE (FIG. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION OPEN ON CLOSE ON TO ADD'L }}} FROM ALARM ALARM DEVICES OPEN ON t`/ _INCLOSE ON CONTROL OR RETURN ALARM �+/—, ALARM PANEL TO CONTROL i DWG. #761-15 NOTES: 1. The Model VSR-F has two switches,one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A,condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line,should always be used for test purposes. If there are no provisions for testing the operation-of the flow detection device on the system,application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT.#8800001 -REV L PAGE 2 OF 2 MFG.#5400761-1 1195 V"'Xi 11 :011, SERIES MT AND MT STROBE ® MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road • P.O. Box 28480. 55 Glen Cameron Road St-. Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P2 (314) 878-4321 • (800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time'Horn, Code-3 Tone, Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features --One alarm appliance with (8) eight selective signals to provide superior sound penetration for •u, . various ambient and wall conditions with two field selectable sound output levels. Code-3 Horn and Tone meet N.FPA/ANSI/ISO temporal pattern for standard emergency evacu- t ation signaling. Audible and strobe can operate from.a single ' signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce.power consumption and wiring costs. Model MT=24-LSM • Low cost installation via standard electrical boxes. (strobelhorn shown) Attractive flush or surface mounting options available. dBA and CurrentRatings Model MT 12/24MT-24-LSM (Horn) (Strobe/Horn) Stock No. 1610914 Stock No.1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 ` 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379• 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.368 99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0388 99 '93 Code-3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 . 94 0.413 0..391• 99 94 Siren 0.036 0.023 9.8 93 0.401 0.388 98 93 Hi/Lo 0.0.20 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA MKT.1#8850002-REV A PAGE 1 OF 2' 11/85 r t 4 ,r 1 'a 4 . ° i r �° :p� 4R•'t, 11a ;;� Try,.,,; . �� ` 1^ h v O ��,.p �'��.. .•,... ,4'::!:;:��' ''fie• O A I�raq /t .•tS+J.�o•••'�°°,•••,•'.4 o� j,.r/ •••+, OoL D ..,,rr��r C' CT'�j0 lfJ. 'r,.';!n !•"�•�r Ca�'•'a o D 54. 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Q!t�:y�: Aoi Ry,(' t •S' Y /{ r�J.7 !VO° .'^`1 rr��.�!A � J 1 t ',l �hl:�'::�:••� v r t�y n 2 ! t r b ! 1 1•._�...,,):rJ/. aJy}J g h• r'r tr ¢;�•j�. ^+•yr ry ti! 4 ” 'o,�,�v ,;, 'a�. -tel •ti � 'r fi. .v, /'�''oL' �qy}t_}��� I 'e. ` .. k.'.` ��• _ ..t1,tS.: •r \ �t/'e°J�r. NFfUri'ta.. !f�^7'I{�"'? INSTALLATION INSTRUCTIONS • - t Fumes: If the filling cup is above the highest sprinkler, use the following installation procedure: r' FireFighter and FireFighter PG have no hazardous fumes. 1. Close the water supply valves and drain the ' system. System Requirements and Limitations: 2. Add FiPeFighter or FireFighter PG to the system All fire protection sprinkler systems winterized with through a filling cup. FireFighter or FireFighter PG should conform to local, state and NFPA requirements.The use of antifreeze 3. Use the end sprinklers to vent air from the piping. 'd within these systems should also conform to NFPA ` requirements. 4. Back out all of the sprinklers slightly, until antifreeze appears.This assures that the piping is ar, r Use of antifreeze solutions should also be in. completely filled and all air has been purged from �o conformance with,any state or local health codes. the system. ` ` i, Please contact your local health authorities if you {,'f„ •.� Q have any questions concerning the codes in your area. ,` If the filling cup is NOT above the highest e o a sprinkler,use one of the following installation ` ? `�,°�, . � Maintenance: 4 procedures: °ate• _Because the chemicals which compose FireFighter 1. Administer FireFighter or FireFighter PG at the r and FireFighter PG can break down over time, systems highest sprinkler branch line using a filling cup.The , ,s should be tested to determine the level of freeze drop pipe should be filled through the filling cup as protection at the beginning of each freezing season. 1,�..�,, shown in the diagram below. •'rf►'�) To test the freeze protection level of FireFighter,use a � 2. Tighten the sprinkler heads and open the valve ' small hydrometer to determine the specific gravity of marked #1 until the drop pipe and the section of pipe the solution.To maintain a—15°F flow protection,the r '''��';' above value #1 are empty. O`�: specific gravity of FireFighter should be 1.141 at 77°F. :e•r� +;moi 3. Close valve #1. Close the filling connection valve. To test the freeze protection level of FireFighter PG, Slowly open the supply value wide. r F ,..; use a small hydrometer to determine the specifics gravity of the solution.To maintain a—15'F flow. -T f`► Or: protection,the specific gravity of FireFighter PG should v : be 1.030 at 77°F. Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked #2 in the diagram y ,.•• it \•:;,� 1'� ,i•. When the test indicates that the solution has PLSF� below, s , weakened, empty the system and replace with fresh ;r� w�7 ' FireFighter or FireFighter PG, according to the HEATED AREA UNHEATED AREA installation instructions. a� ? Filling Cup Sprinkler Head Water Supply ac. d �� 1 Non•Freezing , c., �•: ?': I .i�— Solution '` 12 ins. �r�J�O ,r��:;•,' � Approved ';�;•• r:S l Indicating �� i�'�:. =�'•,; Valve Wall J I— t Drop 5 ft.min. 42 ■ -� fVp k' Check Valve r;).; C s o (1/32"hole in Clapper)--] LDrain Valve Please turn to back panel for additional inlormation. `o PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic" Chemical and Physical Properties: antifreezes designed specifically for fire protection systems.These products are used in place of water FireFighter: and other water-like fluids in sprinkler systems —Density at 71°F is 1.137 grams/ml where freezing may either cause damage or interfere _Viscosity at 77°F is 7.05 centipoise with the functioning of systems or equipment, and/or _pH of FireFighter is 7 toxicity to humans or animals is a concern. —.Boiling Point at Atmospheric Pressure(760 mm) is 212°F _FireFighter is compatible with all approved types of pipe, including BlazeMaster`A' CPUC sprinkler pipe FireFighter PG: and fittings. _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise FireFighter PG is compatible with all approved types 1 _ pH of FireFighter PG is 8.0.9.6 of sprinkler pipe systems,with.the exception of CPVC. '' _ Boiling Point at Atmospheric Pressure(760 mm] is 222°F , Sizes: la Freeze Protection Properties: y� FireFighter and FireFighter PG are available in: L; k —Ono gal Ion plastic bottles(6 per case) FireFighter and FireFighter PG: Five gallon pails Minimum Fluid Flow Temperature is—15°F '� _30 gallon drums "�' l i _Minimum'Burst"(Hard Freeze]Temperature is=50°F r —55 gallon drums 5000 gallon tank trucks flammability: Color: r�`;, •:; :;.:; :f;i:::• FireFighter and FireFighter PG are not flammable since they have no measurable flash point(Pensky ' ;� ; FireFighter is orange �� Martens Closed Cup]: however, both products can _FireFighter PG is red ; ,t`:::a; flash or burn if the water content is evaporated off. Applications: FireFighter: �'r¢ _Flash Point is 350°F1`t f Wet fire protection sprinkler systems _Fire Point is 400°F** Ingredients:. FireFighter PG: ,�. is = _Flash Point is 214°F;};' ;, FireFighter: _Fire Point is 220°F`"" ' Y _Active Ingredient: Glycerine —Other Ingredients:Water - ' ;v. Toxicological, Environmental and Health Viscosity Reduction Agent ?, Information: L.o Dye 9 �'��.•.. ;:F�;`4 ;c, FireFighter and FireFighter PG are virtually harmless o e R FireFighter PG: ';.;, ;'�,�t to animals or plants: however,the disposal of these ? ; ` `'� materials should be in conformance with national, _Active Ingredient: Propylene Glycol r • _Other Ingredients:Water ��' .�'� 9 �)._�=; state, and local health codes. Viscosity Reduction Agent v Dye `� 4=7' FDA References: GRAS:FireFighter and FireFighter PG are considered f" "Generally Regarded as Safe"by the Federal Food and e Drug Administration. ., " 'Firefighter Freeze Protection Fluid"is a trademark of The Noble Company: 'ElazeMaster"is a registered trademark of B.F.Goodrich �. '':'•� -Non-toxic is used to describe extremely low chronic and acute tonicity No maximum safe intake for humans has been established.The product is - SY G:ter l;;•.':-i:;�F y�•�. considered GRAS(Generally Regarded As Safe)by The Food and Drug ° ;.::`.:t~� , ` '(i•: r� Administration —Cleveland Open Cup G' }, t, ',7r^ n• •rJ•gy�. , �1, RECOMMENDED CONCENTRATIONS 1 .•app °` = ��`�" '='�b w 'l' t`} FireFighter and FireFighter PG are intended to be used �.yr°y; A �b �?"VS• °° g1 ` '� undiluted only. ,�y ' 'µ1•`V1 K o a r. " i� o S,1•,kf�'"•y�(I(J �1 AVAILABILITY � � `� .. `.1,+-7F°b :fit FireFighter and FireFighter PG are available ' +' •ae • �;' ,.Q throughout the U.S.through wholesale distributors. pv 5..,: 1• � r Please contact The Noble Company for your local at° ,,��� : representative and wholesaler. '•.';;;5-���•• !'_�■ ;,`�� sr ,v:'�;J.+ti; •xs .,4� :y'In � •U 1. .rvr r,�::;:.':'�` ati:J• 4,162_Nl o��%• ,•.'P,y r,r}:�i, , ,,, vC:' TECHNICAL SUPPORT ':1: Q��.•:'�, air:: s,'.'ti�Y•°,• ,r:;;r: `y;� . „ rr !. i Specifications, Installation design, installation ° °;fib°•::%i rd�:�•��E 9 + °• �;,'6b"6iS4{i; 5�� ` ^ techniques,and unique applications will be reviewed '" �'''' �'" '�'� °'•� �'` t.Address inquiries ATTN:FireFighter • `' { ` ' "' °''j,> ''� '�' upon request. � ,°,: :��::;��. ;-.F 4,,� �,° ., /. °//r.- ,�• ,y Technical Support. '� .,=�•• ;;:: ••�t'' ,, v ., .` ,.f,:`•'•.;�° '' ' ',�� l 1J�.'�• ,•,...;ir.•••l'rt'•::?:r. r••�� •� °'•�`• .CSC •' 1 �ao�^.fit"•.•tri-'r{j` �'.,r�(r,�'.,1;.:•S�..Q�` - C .+�'.^ •• 1 P,pw s,: C} �,r�i::.`..17:1•.::}•1 , ,1 fV \.. ,Sv,o,, ' Field service is available through factory representatives , °�',;� �:,;•�� �? ;••;�:�:• ••,' ,r„� �:-,�:.t�.��,�,.•,,• 2, ,• i and Noble Company staff.Contact The Noble Company .. `{• �;`=':' : �a��. n71;s`;'.;•.:s C`' ::�::�;=' n t . for local representatives. •�,, • . ° • ',,,•;f :, .-' .• �;,� �;;�.•,,1.0��' r•A' '�• ° ry e�'v9°•�D v°o'i�ir�.l a\ .:�j�7•{�0 10) tp The Noble Company �•�, ° � D ° . ;, ..� ,,;�,�, ' n ° •i• re,m a �Q;v�°. „ .•,�.. i:�:',:r•tlw: 614 Monroe Street a 8��I t°:a e:•�: . ' S `�ti i:; ; Grand Haven, Michigan •;' ;, Q�� � :,�-:;;,' , ,�'c ..: . ,, 49411 �;a:' -'a q�4•.•', Phone:(6161842-7844 1—Boo-67$ -662 FAX:[6161842-1547 S 1:•': :1;-::. :,•b• D .�r:;•1::.:;r:::.,,yy,, � ... .vb •:..;.;•how .. . ••v,' r::•.:r:..!•;�1 ,. �` r .•.,; .b'• ►\'� ftIil�:: n•:::.,•.�:r.•r! i f�r:�:� t f(' e•�• , r! �4'�,:�::•!••::,i�:r,- • r`•"',• .,+: '�'i''v..:;i•••1:{IIv,,•t . �D°J ;q.�.,:,.7.1� V•tl•! a ,' o,. ..�l moi, 1;...�4 ..♦,,{1, ,• ' ,• �� - �:4;::,. ;., �r 1L,�, � 6::• a .Ij'.'r :•.!•Fhl`•"r'� �, r• '�/.`,!C•�,:, 1e S,T�j v' ':•, tspC`,h 1 �;5r1`•:•�J:E' ..•..`�7! 'i,, d':�r . + ,• 1[', _ '..•"' t ; t .'ilia s' •t1 01 a• I . y E� i •� '. .3,p9• b,' ?+`�jrQ '4,r�+'� •1 ."� '�1 .4 .''•a f�=Q' ,C•1,, .byyiy) ° ,IN ,T�,;:��.�,�,:�,•y fat°�7°�,, `,q .t Printed In USA r rP�✓/.:' 01989 The Noble Co.Form IFFPIG 289 Series 909 ,Engineered for high ca �, � • 3 „ 2„ acity rO 'OfPressureZ( Seizes /4 - p To prevent back-siphonage and backpressure of con- Patent 04,241,752 taminated water into the safe drinking water supply, when installed at each high hazard cross-connection. 909OT-S Use Series 909 for backflow protection in cross-connec- tion control and containment at the service entrance.The -, 909 high capacity relief incorporates the"air-in/water-out" principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn,full port, resilient Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT. Sizes 3/a" drain line,and air gap in necessary(see page 5): and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,Wind 1"only Suffix C;apacity QT-with quarter-turn,full port,resilient seated ball valve shut-offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze strainer Research at the University of Southern California labtests, HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalrirripation system flow rale(7.5 feet per second) PC-with internal Polymer Coating %11909 LF-without shut-off valves 16 Prefix U with integral body unions(3/4"and,1"only) 12 Features FAE-with flanged adapter ends(1t/4",11/z",2' only) a B 4 a Quarter-turn ball valve shut offs Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM Designed pressure drop a Modular design 5 7.5. 10 15 . 20: . FPS Simple and economical service o No special tools required for 11,909 • ® High capacity relief protection servicing 20 against combined back-siphonage/ 15 backpressure backflow a10 Standards (seepage 3) 5 Pressure-Temperature Series 909 suitable for supply.pressure up to 175 psi and _ 0 5 '10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 180°F in- 5 7.5 10 15 20 FPS termittent.•Suffix HW stainless steel check modules suit- 20 9 1/a"909M1 able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. t5 Connections a 10 3/4"-1" 909QT has NPT female threaded body connections. 5 11/4"-2"•909QTM1 has NPT male threaded body connections. Dimensions- eightS (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM Size Dimension(i ches) Wp.(lbs.) 5 75 10 15 20 FPS inches A B C D E F G H wto strainer 20 1 1/2"909M1 iY4 211/4 17'/4 75/is 4 4Y, 11 V, 63/4 37/5 15% 14 1 221/4 173/k Nis 4 4'/4 13 7 3% 17'/2 15 � 15 11/4 25% 205/a 103/e 5 6% 14 7%: 5'/4 42'4 40 1% 273/is 213/4 103/e 5 65A 15 7'/z 5'/4 44 40 a 10 2 303'4 235/s 103/a 5 65/e 16 73/4 5'/4 474✓s 40 5 A -c B 0 10 20 30 40 50 60 70 80 90 100,GPM D 2U 2"909M1 5 7S 10 15 FPS E�s h A 0.15 _ S1 aa I 909OT-S 5 g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 7.5 10 15 FPS STRENGTH OF-COPPE R TU B I NG SAFE WORKING INTERNAL PRESSURES TYPEA TYPE L TYPE M • ;.r;�•;;. a.?:;,::' "..:•: ,•.`. :;• ,4•µ.z.::'JI.ri.oinn,che 50°F,53500F. 4000F. 1500F. 2500F, 350°F.:.400 F, 'O.D. (PS) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI)1 = 1/1 3130 3030 1980 1300' •`'` .;.:+ ,.,:.A'r.+' - .`3/16 1950 1890 1230 810 i' __y.str,:3; ;;r;;;?: .�;• /e. .,.;-;`;...�%i 1530 1480 970 640 1160 1120 730 480 1160 1120 730 480 5/I6 1200 1160 760 500 i r�iz -/�'•, �.'..3/q 1200 1160 760 500 900 870 570 360 750 730 470 310 .,,;;ti,�,,,y,,�t:,-.;�.•�;.,;;•;•.:%,:;.,.,::.,,; /= 1170 1130 740 490 800 _' 770 500 . 330 560 540 350 230 920 890 580 380 740 720 470 310 500 4B0 320 210 760 730 480 320 650 630 410 270 450 430 280 190 f 880 850 560 370 590 570 37D 250 400 390 250 170 ;E ;ip�•!5& ', lr^'Y 680 660 430 280 510 490 320 210 340 330 220 140 � 'r'A`"'•,`:13 550 530 350 230 460 440 29D 190 340 330 220 140 - � / T 4 1•�/= r;, 1 s/s 520 500 330 220 430 420 270 130 340 330 220 140 k '• 2`'v ;;;'. 21/s 450 430 280 190 370 360 230 150 300 290 190 120 ,;;�s�,. 'F„ 2/_,��: %.•.2/s 420 400 270 180 350 340 220 140 .280 270 180 120 '..• �iy„�1';s�:'.3`('':�:;:i;[�K: 3�/s 410 40D 260 170 330 320 210 .140 260 250 160 110 380 370 240 160 320 310 200 130 260 250 160 110 370 360 230 150 300 .290 196 120 260 250 160 110 N,, 1€r>"�� 5i?':'' ;•r .5�/s' 360 •350 230 15D '280 270 180 120 240 230 150 100 8 370 360 230 15D 260, 250 16D 110 230 220 140 100 390 380 250 160 280 270 180 120 240 230 150 100 390 380 250 160 290 280 180 120 240 230 150 ' 100 390 - 380 250 , 160 270 260 17D 110 240 230 150 100 _ tjar' i NOTE; 1500 F.6 S(Allowable stress in pounds per square Inch) 6000 psi ":"� t ud ,, "•280P.F'•S 5800 psi i 350 F-S 3800 psi 400k° F-S 2500 psi �. :M,r( .'a:'a`;`•. ,.J r'�''is •t,.r� �art: " I qq < 9 y u ' g' INTERNAL VOLUME OF COPPER TUBING Cubic Inches Per Cubic Fee , ;,;k�',. r, ',` :•� t Per Gallons Per 'Foot of Tubing100 Feet of Tubing g 100 Feet of Tubing ,� �.� (in Inches):;:° ,• K L M K L M K I. M i � }li"•.:' '�/s .936 :... .0542 .405 C'j..? 3/n "' 1.524 I.740 1.908 0882 .101 110 .660 753 .826 ;:;,`.::>°:•; ?::•'j:;:. ' /:':,.°.,. 2.616 2.796 3.048 .151 .162 . 176 1.132 1.210 1.319 4.008 4.176 232 242 1.735 1.808 1 ./4 5.232 5,808 6.204 ,303 ,336 .359 2.265 2,514 2.686 9.336 9.900 10.488 ,F ,540 ,573 .607 4.042 4.286 4.540 :', ;.__:•::::`•:; 1 4.: '� 14.64 . ;.: .,. ,.. / 8 15.12 15.72 .85 .88 91 6.34 6.55 6.61 1'/3' :,;• 20.64 21.36 21.96 �f.. 1.19 1,24 127 8.94 925 9.51 ` .i..:'. i r+� 2'..: �9, 36.12 37.08 38,04 '� 2,09 2.15 220 15.64 16.05 16..47 ' 2�/z 55.92 57.24 58.68 1 3.24 . 3.31 3.40 24.21 24.78 25.40 3: 1 79.68 81.72 8376 ? 4.61 4.73 4.85 34.50 35.38 36.26 31/z 108.00 110-52 112.80 ,6� 625 6.40 653 4675 47.84 48.83 4 s•A 140.4 144.0 146,4Ise 8.1 '8.3 8.5 60.8 62.3 63,4 5 nr 2172 224.4 226,8 1St 12.6 . 13.0 13.1 94 . .0 97.1 8 c, 9 .2 6 �� .3108 . 321.6 326.4 ;; 16.0. 1-8.6 16.9 134.5 1392 141.3 24 a Table A-2-3.4 Copper Tube Dimensions Type K Type L TypeIJ Nominal Outside Inside Yp Wall Inside Wali Inside Wail Tube Size Diameter Diameter Thickness Diameter Thickness Diameter Thickness in. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) �!•� 0.075 (22.2) .0.745 (18.9) 0.065 (1.7) 0.765 (19.9) 0.045 (1.1) 0.811 (20.6). 0.032 (0.6) 1 I.IL.'i (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 . (26.8) 0.035 (0.9) (GO.G) U.995 (25.3) 0.065 1'/a 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) 1.265 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 1'/2 1.625 (41.3) 1.481 (37.6) 0.072 (1,8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.6) 0.049 (1.2) 2 2.125- (54.0) 1.959 (49.8) 0.083 . (2.1) 1.985 (50.4) 0.070 (1.6) 2.009 (51.0) 0,058 (1.5) 2'12 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) 0.065 (1.7) 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3), 2.981 (75.7) 0.072 (1,8) 3'12 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0.095 (2.4) 5 5.125 ('130.2) 4.805. (122.0) 0.160 (4.1) 4.875 (123.6) 0.125 (3.2) 4.907 (124.6) , 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 (146.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1} 8 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4.3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (B.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) 1000 INCORPORATED i� CORONA,CA.(714)737.5599 32A FIG. 22 HANGER FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range-3/4"thru 2"C.P.V.C. pipe. Materia[ - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in , .. .., automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in .jtses66inertion <; the horizontal position. Figure 22 can be installed on the top of a beam,but in t � this situation acts as ag p uide to the piping which is 3 supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. as For this type of installation use the Tolco Figure 23, xt Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tabr",z' downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the C sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. + Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw** A furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket B attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been _ known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required, I Order By-Figure number and C.P.V.C. pipe size. Patent Pending Minimum fastener size acceptable, X12 x 1-114"- hardened hex head self threading screw. MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FT.) SIZE LENGTH PER 100 3/4 2-7/16 1-5/16 1-3/16 5- 1/2 5/16 1- 1/4 9 L'!,ur If,/,.N..'C,# `^1, .}I'A1••t�.••i1 }.fFf>;;{el R`t<.tR^. T}.'•Mn.Wr' -i.f}r's•, ;:.':: r r'+.'• KI$", �yl'�i1. k r/. t„•• A' 01MAr r t r y t 4 s S .1/4�U. �.,. . ........ ,. .... ..,..L+.a.•.nh....Ca�..c...i.h..w..,7... ...G.,. ,. ... .e,..., �:.rt,..0 o.,.... .. ..L� 1naY t 1 - 1/4 3- 1/16 1-5/8 1 -3/16 6-1/2 5/16 1-1/4 11 i `TY z Sxr*• w..ma�t._ L"5$k. pat f^-.1 �4�.1, d”'•� r.4f.t!^*R„(.,r--�aF."f i. �j';fi 1"tyf�) ;° ..0--r -t t .r r' 4t , >.S.. .r � ,}t .r 5 - ,�k^ .�.:w,..nAd. n�"91e 1,•.Lfe:a..,u J. .,;uti.f W.'Y mi »^u.�r.::n/7�we .7." f�'' 4v.l.:b./+U..7r✓.n<,:C..,..J�.•0..'.r, •A.�.. .te.A�..1. S:G.�,. .w4.r!.�. .. ...1.....: 2 3-3/4 2-1/8 1-3/16 8 . 5/16 1- 1/4 15 RFMSFD R/')1 LC INCORPORATED 32B CORONA,CA.(714)737.5599 1 FIG. 2.3 FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE—SIDE MOUNT. -el')�7 1 iii^% .r f.i%•..'•;.'f''•e;'" r i. �''��-4K9 �• q 1 'f):- 4 P !.414. -..t:•r �I I • I I I � I It— a--�I ; I . c . Size Range-3/4"thru 2"C.P.V.C. pipe. Features - The Fig. 23 and Fig. 24 incorporate features Material - Carbon Steel with galvanized finish G-90 govt. which protect the pipe and ease installation.. The flared edge spec. design*protects the C.P.V.C. pipe from any rough surface. Function -The Fig. 23 and Fig. 24 are intended to perform The Fig. 23 and Fig. 24 are easily attached to the building as a hanger/restrainer to support only C,P.V.C. piping used structure using the two hex head self threading screws°° in automatic fire sprinkler systems. furnished with the product. It is recommended that Fig. 23 and Fig. 24 can be installed on the top or on the rechargeable electric drills fitted with a hex socket attachment. bottom of a beam. The Fig. 23 can also be installed on the be used as installation tools. No impact tools (such as a side of a beam. hammer)or impact fasteners(such as drive screws or nails) are allowed. Damage has been known to result from installations The Fig. 23 and Fig. 24 can also function as a restrainer to using impact type tools. No pre drilling of a pilot hole in wood prevent the upward movement of the sprinkler head during is required. activation. Order By-Figure number and C.P.V.C. pipe size. Approvals - Underwriters' Laboratories listed to support fire Patents Pending sprinkler,piping. Meets and exceeds the requirements of °°.- Minimum fastener size acceptable, #12 x 1-1/4" N.F.P.A. 13, 13R, and 13D. hardened hex head self threading screw. A 13 C MAX. HANGER FASTENER . APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE FIG. 23 FIG. 24 FIG. 23 FIG.24 FIG. 23 FIG. 24 (FT.) SIZE LENGTH PER 100 3/4 3-1/8 2-5/16. 1 9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 1-1/4 9 T?V :�ryn �.'qer,rl] }a•`r.Sty}{x/n�."..6m•;c�»�'�,/r�,;,7,�C1'.1'SI'r'�.)k"�1'..,t .nq�Ay. .. ,..p-,.ym�f1} ••a'Jjt%..tb' •�.� e,1 .1 7,/`16 � /�� T/ `;.nom ..Y/u��L�J,3� D f j l4.)t}, 6 1 lyre 6 y�'61d�tt�Cis V"nl +A(�,j� F�•i.�' t5 r .9 \ .b1yEn brt.4A i.i'.1•,'.�A.tlA,•,.s,..�.. ...T.J..w.0 X.. hvn.. I.w..F..+vJ'w .4.,.. 4,.p..A:J-. s„'„r..-L,.. aSftP:',Cd':.;�� '.Ft).:xh�1. 4YY7.1�.?�v.�^L.�i`uF.;l7i"- 7f 1-1/4 4-3/16 3 2.-3/32 1-1/2 1-3/16 4-3/16 6-1/2 5/16 1-1/4 11 iti Mr�tFIM�s rIr,sa ?t" t r a7 ellp'e n, 2Y h� . k; 2 4-7/8 3-11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1-1/4 15 REVISFD 8/91 46 3 Central Sprinkler. BICIzeMastero J J J J J J J J J J J J J J J 9 J J J J J J J J J J J J J J J J INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition I CE'T RAL I No. 19.1.0 Rev.4 5,96 Table of Contents Introduction....................•................... 1 Handling&Storage .................................. I I Conversion Factors ..................... .. . 1 Handling ........................................ 11 Listings and Approvals.............................. 1 Storage . ...................................... 11 u= s:. Where and hour to use a Central B1azeMaste:System: .... I Handling of Central BlazeMaster Cements and Primers .. I 1 Solvent/Cementing Instructions...................... 11 Central BlazeMaster Specifications .....................3. Pipe .................................. ..... 3 Joining Central BlazeMaster Pipe Systems ... ... .. 11 Central Biazelriaster Fittings ... ..................... 3 Culling........... .......... ... ......... 11 Solvent/Cement.................................... 3 Deburring ........................................ 11 Dimensions for Central BlazeMaster.CPVC Pipe...,.... 3 Fitting Preparation ...............................• 1.2 Fitting Socket Dimensions........................... . 3 Safety and Health Precautions ................ .. . 12 Estimating Primer and Cement Requirements ........ .. 12 Product Ratings and Capabilities...............:.... ••4 Primer Application.................................. 12 Pressure Rating&Pressure Listing..................... 4 Solvent Cement Application ...................... .. 12 Friction Loss.. .......... ...... 4 Assembly............. 12 Thermal Expansion................................. 4 Set and Cure Times 13 Physical and Thermal Properties of Central Pressure Testing the System ......................... 14 BlazeMaster CPVC ................................ 6 Permissible Deflections of Central BlazeMaster CPVC.....6 Transition to Other Materials ... ............. . 14 Support and Hanger Recommendations..................7 Flanged Connections ..........................,... 14 s Pipe Bracing with Standard Band Hanger.............. 7 Grooved Coupling Adapters ............... .,.,.. 15 Hanger/Support Spacing ............................7 Penetrating Fire Rated Walls&Partitions.............. is Other Design Criteria .............................. 15 Vertical Restraint ........................ 7 Freeze Protection ...........I..................... 15 Underground Installation Specifications ............... 9 Central Blaznldiaster Systems and-Penetration of Pipe............. ...9 Metal Studs ................................a..... 15 Fittings......... .............................. 9 Solvent Cement and Primer Spills...........,........ 15 Primer/Solvent Cement ............................ 9 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 System Design .................... ................ 9. Joining Central BlazeMaster CPVC in Hot Weather.,.... 16 9 & Installation Procedures ............................. K... Appendix ..................... .................. 16 Inspection........................................ 9 Helpful Tips........ 16 Trenching........................................ 9 Material Safety Data for Solvent Cements and Primers .. 16 Snaking of Pipe................................... 9 Back-Filling............................... ]p' Trainina/Demonstratfon ............................ 16 ......... 10 Material Safety Data Sheets...................... ... 17 Maintenance.... ..................... System Riser Installation Requirements...........:..... 10 ' System Riser Installation Recommendation............. 10 This Installation and Technical Manual contains the criteria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing,C-UL Listing and/or FM Approval. Additionally,the manual contains recommendations for easier installation,general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing,C-UL Listing and/or FM Approval.To differentiate between a requirement and a suggestion,use the following definitions: SHALL-The use of the word"shall'indicates a mandatory requirement of the Listings/Approval. SHOULD-The use of the word"should"indicates a suggestion that is not required to meal the Listinas'Approval. Warranty Central BlazeMaster.CPVC products are warranted against defects in material and.workmanship solely to original purchasers from Central.This warranty will continue for a period of ten years from the shipping date.Materials found to be defective by Central shall be repaired or replaced at Central's option.Central will not be responsible for labor charges or consequential expenses or damages incurred as a result of use of its products.'This warranty is expressly made in lieu of any and all other warranties,expressed or implied,including the war rarities of merchantability and fitness. U sales by Central shall be subject to the toms and conditions stated herein.The placement of orders with Central shall constitute accep- tance of these terms and conditions.If buyers'purchase orders or confirmations are at a variance with the terms and conditions herein,they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County,Pennsylvania and the U.S. - District Court for the Eastern District of Pennsylvania with respect to any proceedings arising out or in connection with any purchase and sale 6 .,• contra;t entered into between Central and rem buyer.Buyer further agrees g _..s that mailing to either party by certified registered mail shall constitute lawful and valid service of process. . Look for the UL,C-UL,FM and NSF-pw S.E.marks on the product, BlazeMaster'is a registered trademark of the BFGcodri-_h Company. All Central Sprinkler Blazelvlaster CPVC Products are manufactured in the USA. 3 Introduction Central Sprinlder Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride) sprinlder pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide the following advantages over traditional sprinkler piping systems: • Increased hydraulic capabilities(C-Factor=150) • No precutting and expensive fabrication required NSF-pw S.E.approved for potable water • Can be easily connected to other sririlrlet piping systems ' • Flexibility in the piping for greater ease of installation • Resistant to rust,scale and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity-than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shownin this guide are as follows: linch=25.4 mm 1 foot=0.3048 meters I psi = 6.895 kPa 1 psi = 0.0689 bar 1 psi = 6894.757 Pa 1000 Pa=I kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance with U.S.requirements and C-UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Factory Mutual(FM)Approved for use in: • Light Hazard occupancies as defined in the Standard for"Installation of Sprinlder Systems",NFPA 13. ' Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height",NFPA 13P, Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes",NFPA 13D, • Underground fire service systems as described in the"Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. • Central Sprinkler BlazeMaster piping systems have also been evaluated.and are UL Listed in accordance with U.S,requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by ME&A in Residential buildings as defined by NFPA 13D and 13R.The ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E..Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and FM Approved for use with Central andlor other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,FM Approval Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A rvet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is epened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R,13D or 24 shall be followed and when applicable,the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: R In accordance with the UL Listing, protection shall be provided for Blazeh4aster CPVC pipe and fittings. The minimum prosection shall consist of either one layer of'X"thick gypsum wall board,f"plywood soffits,or a suspended membrane ceihng with lay-in panels or tiles having a weight of 0.35 pounds per sq,ft.when installed with metallic grids. For residential occupancies defined in NFPA 13D. . and 13R,the minimum protection may consist of one layer of Y"plywood. In these cases,any standard sprinkler head rated at 170°F or less may be used. 1� B. In accordance with the C-UL Listing, pr otecdon shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- lection�sholIbns' Wp6e heriath and plaster,one layer of 9mm thick:gypsum wallboard,one layer of 13mm plywood,or a suspend- ed meg brave ceiling witg ltry-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim'when installed with metallic grids. The effectiveness of this protection can be impaired i1 penetrated by large open- ings such as ventilation grills,exhaust fans connected to metal du=serving washrooms excepred. Where such penetration is pre- sent,individual openings exceeding 0.03ni=,but not exceeding 0.71 m in area must be located such that the distance from the edge of the opening to the nearest spdnller does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open ings exceed 0.71 m2 in area. In these cases,any standard sprinkler head rated at 77°C or less may be used. C.For a concealed installation per FM Approvals,the piping shall be protected and completely separated by a permanently installed non-combustible barrier from are.;area pmtecied by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic cl aoe. Drop in ceiling tiles,as used in suspended ceihngs are specifically considered not to be permanently installed for trete purpcsss of ttis definition. Non-combustible is defined as having a minimum finish fire rating of 15 minutes when tested per AST\,1 E 119. 4.For an exposed installation: A. In accordance with the UL Listing,BlazeMaster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick:Response pendent sprinklers installed within 8"from the ceiling or Listed Residential sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations,Listed Quick'Resnonse horizontal sidewall sprinklers having deflectors within 6"from the ceil- ing cord within 4"from the sidewall or Lister Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance betvw=__n sprinklers shall not exceed 14'. B. In accordance with the C-UL Listing,BlazeMaster CPVC pipe and fittings shall be installed below a smooth,flat,horizontal, fired ceilings in conjunction with Listed Quick Response or Residential sprinklers with a maximum rating of 5.Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F(65T). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers,as refer- enced in NFPA 13.However,NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMoster pipe and fittings car be installed in these areas when spririklering residential occupancies according to these standards. . 7. In installations*here sprinkler pipe nuns through an attic space that requires sprinklers per NFPA,CPVC piping shall be protected in order to meet the requirements of its UL and C-UL Listings.The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings,when installed in accordance with its UL Listing in air plenums,shall be a minimum horizon- tal distance of 24"from an opening in the ceiling such as ventilation grills. The C-UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions,consult building codes and Authorities Having Jurisdiction in your area.Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources,such as light fixtures,ballasts and steam lines.Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source,the maximum ambient temperature,heat shielding, if any,and proximity of CPVC piping to the above.Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10.During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11.Central BlazeMaster pipe and fittings sha»not be installed in outdoor applications. 12.The use of BlazelAaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. Central B1azeMaster Specifications Pipe Central Sprinkler B1azeMasier CPVC sprinkle:pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc.(UL 8 C-UL),Factory Mutual TM),1 K and the National Sanitation Foundation(HISF-p-r S.E.)for use in potable water systems. Fittings Central B1azeMaster sprinkler fittings conform to the requirements of ASTM F438(Schedule 40 dimensions from'>S"to I i.')and ASTh4 F439 (Schedule 80 dimensions for 2"to 3").Female threaded adapters for sprinller head connections contmn brass inserts.Fittings carry the mark- (Schedule of Undem-riters Laboratories Inc.(UL&C-UU,Factory Mutual(FM),h4E&A,and National Sar tali=.roundation 04:SF-per S.E.)for use in potable water systems. Solvent/Cement Blazeldlaster CPVC socket connections can be joined using one of two solvent/cementing processes. Connections shall be joined with Central Sprinkler B1azeMaster One-Step CSC-300,CSCA00,or CSC-500 Solvent Cements or Two Step CSC-100 Primer and CSC 200 Solvent Cement. CSC-100,CSC-200,CSC-300,and CSC400 or CSC-500 Solvent!Cements meet ASTM F493 and NSF requirements. Please review solvent cement- ing instructions within this manual prior to installation. Other primer.or cements shall not be used with Central Blazel'.4aster products and the use of such non-approved welding agents will void the Manufacturer's warranty and product ListingslApprovals. Dimensions for Central B1azeMaster CPVC Pipe Table A•Central BlazeMasier Pipe Dimensions in Inches(Millimeters) Note: Central Blazeb4aster pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average 00 Average ID Pounds per Feet with AMM442.SDR(Standard '/." (19.1) 1.050 (26.7) 874 (22.2) 168 Dimension Ratio)is the ratio of the out- 1" (25.4) 1.315 (33.4) 1.101 (28.0) .262 ^ side pipe diameter to the wall thickness 1 V (31.8) 1.660 (42.2) 1.394 (35.6) .418 of the pipe. (38.1) 1.900 (48.3) 1.598 (40.6) .548 a 2" (50.8) 2.375 (60.3) 2:003 (50.9) .859 _ t 2W (63.5) 2.875 (73.0) 2.423 61.7) 1.257_ 3" (76.2) 3.500 (88.9) 2.952 (75.1) 1.867 ASTM CPVC Fitting Socket Dimensions Table B•ASTM Dimensions for CPUC fittings in Inches: A B C D E F Socket Entrance Socket Bottom_ Socket Inside --c--->� Nominal Diameter Diameter Minimum i Length Diameter g Size Average Average Minimum Minimum Wall Thickness Diameter Diameter __ _'/<" 1.058 1.046 0.719 0.820 0.113 0.141 1" 1.325 1.310 0.875 1.044 0.133 _0.166 a -1 A' 1.6_70 _1.655 0.938 1.375 0.140 0.175 1X' 1.912 1.894 1.094 1.604 0.145 0.181 �. 2' 2.387 2.369 1.500_ 1.9330.218 0.275r 2.889 2.868 1.750 _2.316 0.276_ 0.345 3 - 3.516 3.492 1,875 2.892 0.300 0.375 Product Ratings and Capabilities Pressure Rating&Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and FM Approved for a rated pressure of 175 psi(1210 kPa)for sprinkler service up to 150°F(65°C). Friction Loss Central BlazeMaster CPVC pipe has a Hazen-Williams C-Value of 150.Pipe f fiction loss calculations shall be made according to IdFPA Standards. The follo.,ing table s_,oi s the allov.,once of friction loss forfiiin_s,expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size(In.) %" 1" V 134" 2' 2W" 3" Tee Branch 3 5 6 8 10 12 15 Elbow 90' 4 5 6 7 9 12 13 Elbow 45' 1 1 2 2 2 3 4 Coupling. 1 1 1 1 1 2 2 Tee Run 11 1 1 1 1 2 2 'The above staled friction loss values are for Central BlazeMaster fittings only. Wher,using other Listed BlazeMaster CPVC 90`eIc-,vs with-Central Sprinkler BlazeMaster products, please consult the filling manufacture:'s installation and design manuals. . Thermal Expansion BlazeMaster plastics,like all piping materials,expand and contract with changes in temperature.The coefficient of linear expansions is: 0.0000340 inchlinch rF. A 25'F change in temperature will cause an expansion of Y inch for a 50 foot straight length.For most operating and installation conditions,expansion and Table C•Thermal Expansion contraction can be accommodated at changes in direc- Temp Length of Nun(IL) non of the pipe run.For additional information on Change 5 10 15 20 25 30 35 40 45 50 70 90. 120 160 Thermal Expansion please see Table C below. AT°F Thermal Expansion,AL(in.) :1N 20 .04 .08 .12 .16 20 .24 .29 .33 .37 .41 .57 .73 .98 1.31 Where AL=12e1(AT) 30 .05 .12 .18 .24 .31 .37 .43 .49 .55 .61 .86 1.10 1.47 1.96 40 .08 .16 24 .33 Al .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 e=3.4 x 10'in/in/°F(Coefficient o[Linear 50 .10 .20 .31 .41 51 .61 .71; .82 .92 1.02 1.43 1.84 2.45 3.26 Expansion) 60' .12 .24 .37 .49 .61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 L=Length of Run in Feet 70 .14 .29 .43 .57 .71 .86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 AT=Temperature Change in°F 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 228 2.94 3.92 5.22 An example of Thermal Expansion is shown 90 .18 .37 .55 .73 .92 1.10 1.29 1.47 1.65 1.84 2.57 3.30 4.41 5.88 below: 100 ..20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 Example:How much will a 40 foot run of%"oE BlazeMaster CPVC pipe increase in length(or expand)if the expected ambient temperature ranges from VF to 85°F?Changes in length due to fittings are insignificant relative to the pipe. AL= 12el(AT) AL= 12(.000034)x,40 x 50 AL=.B2 in.or 1X0 Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion(see Table Q.When designing Central BlazeMaster sprinkler systems,expansion of long runs must be considered if temperature variations will be encountered(ie;summer to winter extremes). 1,1ethods of compensating for thermal expansion are;expansion loops,offsets and change of direction of the pipe run.(See Figure G for exam- ples of control methods,) The expansion loops and offset tables are shown below.If the change in temperature and the ma-dmum working temperature are lower than those used to derive the tables,the numbers will be conser- vative in nature.For example,for a temperature change from 60`F to 125'F use Table F because the maximum tem- perature Loop AT is greater than those shown in Tables U and E. Rom. Avg. Length of Run(ft.) For conditions which are not covered in the Loop Length Size Pipe O.D. 10 20 30 40 50 60 70 80 90 100 12_0 140 160 --- Length of Loop(In.) Tables,use the formulas and examples found in Table H. 1;' 1.050 11 15 18 21_24 26 28 30 32 33 _37 Note: Table based on Stress and Modulus of Elasticity -1' 1.315_ 12_17 . 20 24 26 29 31 33_35 37 41_ 44 47_ 1r 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 ,i' at Refer to 1K' 1.900 14 20 25 28 32 35 38 40 43 45 49 53 57 Refer to Table H on page 4. 2' 2.375 16 _22 27 32 35___39 42 4r 48 50 55 59 63_ AT=70°F 2Y.' _2.875_ 18 25 30 35 39 43 46 49 52 55 60 65 _70 S= 1560 psi 3' 3.500 19 27 33 38 43 47 51 54 58 61 67 72 77 E=3.85 x.10'psi -- --- I v u v-vv r nc v�n-rti r v Table E•Loop Length(60°F to 120T)AT=60•F Nom. Avg Length of Run(ft.) Note:Table based on Stress and Modulus of Elasticity at Pipe 0 0 10 20 30 40 50 60 70 80 90 100 120 140 160 120°F Size Length of Loop(in.) Refer to Table H. 3S' 1.050 10 15 18. 21 23 25 27 29 31 33 36 39 41_ Al= 60'F 1' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 1%' 1.660 E 13 18 22 26 29 32 34 37 39 41 45 49 52 E 3.55 x 10°psi = 1275 psi W 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 = 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 2%' 2.875 17 24 30 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42. 46 50 54 57 60 66 71 76 Table F•Loop Length(70T to 150°F)AT=80T Nom. Length of Run(fl.) Pipe Avg. 10 20 30 40 5D 60 70 BO 90 10U 120 1'40 ifi0 Note: Table based on Stress and Modulus of Elasticity at size 0.0. Length of Loop(in.) Refer to Table H. % 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 7; 1.315 15 . 21 26 30 34 37 40 43 45 48 52 56 60 AT= 80'F 1Y." 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 S= 875 psi 1)f 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 E_. 3.08 x 10'psi 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2W 2.875 22 31 39 45 50 55 59 63 67 70 77 83. 89 3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 Loop Offset Change of Direction "41 Hangers should only be placed in the loop,offset or o change of direction as indicated.Piping,su � Long nun m PIS• g supports T should restrict lateral movement and shall direct axia. movement into.the expansion loop. e Hanger at cWa• The Expansion Loop Formula has the following com- 8. e. �-,� ,,.✓ onents as shown below: MIN MIN a Restraint P I � , F=Length of Expansion Loo in Inches g xP P E=Modulus of Elasticity at 1007(Table H below) Figure G•Expansion Loop and Offset Configurations D=Average O.D.of Pipe AL=Change in Length of Pipe Due to Change in Temperature S= Working Stress at 100'F(Table H below) Table H•Modulus of Elasticity&Stress vs Temperature Temperature'F 73' 80' 90' 100' 110' 120' 140` 150' The Modulus of Elasticity&Stress vs Temperature table H Modulus of will need to be used to find"E"in the Expansion Loop Elasticity 4.23 4.14, 3.99 3.85. 3.70 . 3.55 3.23 3.08 Formula.An example is presented to demonstrate the "E"x 101(psi) culation of expansion given a defined thermal change Working and to calculate the length of the expansion loop or offset Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 in inches. T.(psi) Example How much eypansion can be expected in a 240 foot run of 2"Central BlazeMasier CPUC pipe installed in 40'F given a maximum temperature change to I00'F? Additionally,hour long should the expansion loop be to compensate for this expansion? First,find the temperature change expressed as AT. AT=100'F-40'F AT=60'F Now use Table C to calculate the change in length expressed as AL.Since the run is 240 feet and the table is inclusive to only 160 feet,two cal- culations will need to be made. Length of run=160 feet with AT=60'F From Table C,AL=3.92 in +~ Supportan and Hanger Recommendations g i°;at3r'"i- .... 'r=' ' �- Some hangers designed for metal pipe are suitable for CPUC pipe. The hanger shall not :4vO��' 13M-• .::.r......�,.,�. ;=•, �,�a`aaeaa'..F�.�t'n••7;.�1�':^ have rough or sharp edges which can come in contact with the pipe.Do not use under . sized hangers.Hangers with sufficient sizing shall be selected based on pipe size(ie;1 - ' hangers for 1 f."pipe).Pipe hangers must comply with the appropriate Standard,IdFPP. 13, ;,. F�,,,�,�y ��rG � rii 13D,or 13R,whichever applies. Some local codes may not allow plastic to metal contact.In this case,plastic sleeves or vine electrical to a should be used to isolate the materials.Strapping pipe overly tight io a strut r.r f F CSC.. CPUC.' tura]member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger,but is not pinched or crushed in any way. , .... PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR Model No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing.with Standard Band.Hanger* Tolco,Inca and Afcon make three hanger/restraining devices that are available for use wit:, v ` .�.,; tee � �-��;;�`:;. Central BlazeMaster. The Tolco Model No.22,shown left,or Afcon Model 513 can function as a hanger and as a 1 ;'kSi^ restraining device.As a restraining device,invert the hanger so that the fastener is down- ,Y' own- - tifi �, ward.Installation in this manner will prevent upv;and movement of the sprinEer head dur ? wrt ing activation. The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and a �l�Q ,� �s7 ,+, , a restraining strap. Both products incorporate features which protect the pipe and ease installation. The her. Model No.23(shown), head self-threading screw(furnished with the product)is easily installed using a recharge able electric drill and a 5/V socket attachment.No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPUC plastic pipe only and are UL Listed for this appli- cation.The Tolco Models 22-and 23,and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria For more information about Tolco or Afcon products,,consult the Central Sprinkler Company. Hanger/Support Spacing Y Table L•Support Spacing"L"(ft.)CPVC SDR 13.5 Because Central B1azeMaster pipe is more rigid than other Tem °F Nominal Pipe Size types of plastic systems,the support spacing shown in Table L Temp 3/," 1" 1%" 11A" 2" 2W" 3" shall be adhered to when installing the system. 73' 5% 6 6% 7 8 9 10 For exposed installations,Listed support devices shall be used which mount the B1azeMaster piping directly to the ceiling or side wall. Vertical Restraint When a sprinkler head activates,a significant reactive force is exerted on the pipe,especially at system pressures greater than 100 psi.The reactive iorce will cause the pipe to lift vertically if it is not properly secured,especially if th �`1J sprinkler drop is from a small diameter pipe. �L60 When a sprinlder drop is from a>,'",1"or 1 "pipe,the closest hanger should brace the pipe against vertical lift-up.A number of techniques can be used t. brace the pipe such as a standard band hanger positioning the threaded su] port rod to A inch above the pipe or using a split ring or a wrap-around hanc er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. 11 advisable to use lift restraint devices such as the Tolco Model number which prevents the threaded rod from coming in contact with the CPV(. Model No.25(shown) a"' pipe as shown to the left. Table M•Support Spacing Distance with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) Branch lines shall be braced at a distance from a tee or 3;inch 4' 3' 1 inch 5' 4elbow to prevent lift of sprinl:iers as shown in Tables M and N. 1%inch 6' 5' 1 F inch 7' 7' AY.inch 7' 7' 'Local codes have final authority on.which Dries of hanger can be used. Q Table N Support Spacing to an End Line.Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) 3,inch 9' 6' 1 inch 110. 9' f 1%inch 1'4 1' U inch 2' 1' A%Inch 2' 1. Maximum Table M A B (Reference Table M)' (Rel.Table N)' When piping is suspended from a deck,hangers are � Any distance required to suspend the pipe as well as for vertical lift between supports . :estraint.One support can serve as both. Drop locations etween supports are acceptable in any location as long as s;:pport spacing is in compliance with Table M.Examples of ,=were this type of hanging is used include:concrete decks ,-:th rod and ring hangers,"pan decks"on I beams with.C- _:amps,or concrete anchors,and under wood joists with Support s-�aps or rod hangers.See Figure O. Support Finished Ceiling Line Fig.0 Drop Ceiling Installation, Maximum Table M A B Bar Joist Bar Joist (Reference Table M)' (Ret.T— at]Ny; `� __ < Anv distance between supports:U-Boll Finished 7CeilingUne Finished Ceiling Line Figure A Side view• Fig,Q•Sprinkler Drop Pipe Adjacent to Truss (Ret.Table M) --A y No upward restraint or hanger is required between sprinklers. (Ref.Table N) When the piping is supported by wood joists or s,the structure tructure provides the support,especially •"� �`�'•:...:�. t �j:' :;r�;, when the joists are close together.The only requirement rlth this type of construction is to provide vertical restraint and hangers are not required.When supporting C.VC piping below the deck,and when the supporting ' members are spaced far apart,it is important to brace for , f vrard restraint per Tables M and N.Drop location (on center 20 T upward Finished Ceiling Line between supports are acceptable in any location as long )" as support spacing is in compliance with Tables Mand N. 0 Wood Frame Construction in manufactured homes,additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification -PV0 pipe or fitting must be supported near a sprinkler head as shown in Tables Li and N. ;'. + �y Atlantic Design Resources Ltd. 152 Portsmouth Avenue Stratham,New Hampshire 03885 Phone 603/418-0764 Fax 603/418-6375 asdr@conversent.net RECEIVED MAR 8 2005 HYDRAULIC CALCULATION BUILDING DEPT. PRODUCT SPECIFICATIONS & INFORMATION For PROJECT LOCATION 115 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, MA 01845 PROJECT 204109 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. Atlantic Design Resources Ltd 152 Portsmouth Ave. Stratham, NH 03885 H Y D R A U L I C C A L C U L A T I O N S COVER SHEET 115 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 94 RESIDUAL PRESSURE (psi) 36 RESIDUAL FLOW (gpm) 995 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 MINIMUM PRESSURE PER SPRINKLER (psi) 16.38 THIS SYSTEM OPERATES AT A FLOW OF 34.14 gpm AT A PRESSURE OF 63.08 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Atlantic Design Resources Ltd r- 115 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test 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 21, 4.20 4.00 17.00 16.38 0.00 16.38 22 4.20 4.00 17.14 16.65 0.00 16.65 THE SPRINKLER SYSTEM FLOW IS 34.14 gpm THE OUTSIDE HOSE FLOW'AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE. INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 94.00 psi RESIDUAL PRESSURE 36.00 psi AT 995.00 gpm TOTAL SYSTEM FLOW 54.14 gpm AVAILABLE PRESSURE 93.74 psi AT 54.14 gpm OPERATING PRESSURE 74.07 psi AT 54.14 gpm PRESSURE REMAINING 19.66 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE j Atlantic Design Resources Ltd .1115 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test 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 34.14 75.00 23 3.32 120 18 1.265 0.140 0.000 74.07 63.08 11.00 2 3 34.14 8.00 22354 4.32 120 18 . 1.025 0.391 1.733 63.08 56.52 4.82 3 4 34.14 32.00 2232 5.32 120 18 , 1.025 0.391 0.000 56.52 32.95 23.58 4 5 0.00 21.00 32 7.95 120 9 1.109 0.000 9.100 32.95 23.85 0.00 4 6 34.14 50.00 32 7.95 120 9 1.109 0.267 0.000 32.95 17.50 .15.45 6 21 17.00 12.00 3 3.31 120 9 1.109 0.073 0.000 17.50 16.38 1.12 6 22 17.14 8.00 3 3.31 120 9 _ . _1.109 0.074 0.000 17.50 16.65 0.85 A MAX. VELOCITY OF 13.27 ft./sec. OCCURS BETWEEN REF. PT. 3 AND 4 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH 115 Peachtree Lane N.Andover,Ma NFPA-13 D 2 head sprinkler test 10.00 140.00 130.00 120:00 P 110.00 _ ....... R 100.00 - E 30.00 S 80.00 S 70.00 _ ...._._.._ 60.00 R 50.00 __- E 40.00 30.00 20.00 1000 0.00 0 500 1000 1500 2000 Supply: 36.00 psi C 555.00 gpm FLOWDemand: 74.07 psi 54.14 gpm he L 7.2Win Fire & Building Products EENT RAL Customer Service/Sales: Technical Services:Tel:(600)381-9312/Fax:(800)791-5500 Tel:(215)362-0700/(800)523-6512 Fax:(215)362-5385 Series LFIi Residential Flush Pendent Sprinklers 4.2 K-factor standards of any other authorities hav- General ing jurisdiction. Failure to do so may impair the Integrity of these devices. Description The owner is responsible for maintain- The Series LFII (TY2284) Residential Ing their fire protection system and de- Flush Pendent Sprinklers are decora- vices in proper operating condition. >:� tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in residen-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. apartments, dormitories, and hotels. , Tg f .Y When aesthetics is the major 2284- Sprinkler/Model eration, the Series LFII (TY2284) � r � �''`�°•t r_••_;:�.�� should be the first choice: Identification The Series LFII are to be used in wet Number residential sprinkler systems for one- and two-family dwellings and manufactured homes per NFPA. 131); SIN TY2284 wet pipe residential sprinkler systems for residential occupancies up-to and Technical Including four stories in height per. Operation NFPA 13R;or, wet pipe sprinkler sys- Data tams for the residential portions of any The sprinkler assembly contains a occupancy per NFPA 13. Approvals: small fusible solder element.When ex- The Series LFII (TY2284) has a 4.2. UL and C-UL Listed. posed to sufficient heat from a fire,the (60,5) K-factor that provides the re- Maximum Working Pressure: solder melts and enables the internal quired residential flow rates at reduced 175 psi(12,1 bar) components of the sprinkler to fall pressures,enabling smaller pipe sizes away. At this point the sprinkler acti- and water supply requirements. Discharge Coefficient: vates with the deflector dropping into The flush design of the Series LFII K=4.2 GPM/psi112(60,5 LPM/barl/2) its operated position (Reference Fig- (TY2284) features a separable es- Temperature Rating: ure 1C),permitting water to flow. cutcheon providing 3/8 inch (9,5 mm) 162°F/72°C vertical adjustment. This adjustment Vertical Adjustment: reduces the accuracy to which the pipe 3/8 inch (9,5 mm) drops to the sprinklers must be cut to help assure a perfect fit installation. Finishes: TY2284 has been Sprinkler and Escutcheon: The Series LFII (TY2284) White,Chrome,or Black designed with heat sensitivity and water distribution characteristics Physical Characteristics: proven to help in the control of residen- Body . . . . . . . ... . . . . . Bronze tial fires and to improve the chance for Deflector. . . . . . . . . . . Copper occupants to escape or be evacuated. Valve Cap . . . . . . . . . . . Brass Orifice Seal .. . . . . . . Copper WARNINGS Heat Collectors . . . . . . . Copper The Series LFII(TY2284)Residential Flush Pendent Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, In addition 3o the Page. l.of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 Minimum Flow fbi and Minimum Flow(b)and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Calling (Max.8 Inch Rise for 12 Inch Run) Area fel Ft. (Max.2 InchXIse (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 121nch. un) for 12 Inch Run) than two sprinklers ins dompartment. (m x m) 162"F172"C 162°F/72"C 162"FR2"C 12x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16X 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) . 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,B LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it Is necessary to use the minimum.required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement Is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER mantling sprinklers.The minimum re, Design quired discharge from each of the four Beam Ceffing sprinklersIs to be the greater of the • Criteria following: Design Criteria. The Series LFII (TY2284) Residential e The flow rates given in Table A for The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL NFPA 13D and 13R as a function of Flush Pendent Sprinklers are UL and Listed and C-UL Listed for installation temperature rating and the maxi- C-UL Listed for Installation in residen- in accordance with the following crite- mum allowable coverage area. tial occupancies with horizontal cell ria... • A minimum discharge of 0.1 gpm/sq. Ings (i.e., slopes up to a 2 inch rise ft.over the"design area"comprised over a 12 inch run)with beams when NOTE of the four most hydraulically do- installed in accordance with the follow- When conditions exist that are outside mantling sprinklers for the actual ing criteria: the scope of the provided criteria,refer coverage areas being protected by General Information.The basic con- to the Residential Sprinkler Design the four sprinklers. cept of this protection scheme is to Guide TFP490 for the manufacturer's recommendations that maybe accept- Obstruction To Water Distribution: locate the sprinklers on the underside able the local Authority Having Jurus- Locations of sprinklers are to be in of the beams,Ref.Figure 4, (not in the diction. accordance with the obstruction rules beam pockets); to identify the main of NFPA 13 for residential sprinklers. beams that principally run in one direc- System Type.Only wet pipe systems Operational Sensitivity. The s rin- tion as"primary beams";and,to Iden- may be utilized. Opp are to be installed in the push tify the beams that run principally per- klersH Hydraulic Design. The minimum re- pendicular to the main beams, as may Y 9 position per Figure 1 with the provided be present(or in some cases may be quired sprinkler flow rate for.systems escutcheon. necessary for proper sprinkler protec- designed to NFPA 13D or NFPA 13R tion are given in Table A as a function of Sprinkler Spacing.,The minimum ),as"secondary beams". temperature rating and the maximum spacing between sprinklers is 8 feet Primary and Secondary Beam allowable coverage areas.The sprin- (2,4 m). The maximum spacing be- Types. Solid surface, solid or hollow kler flow rate is the minimum required tween sprinklers cannot exceed the core,combustible or non-combustible. discharge from each of the total length of the coverage area(Ref.Table number of"design sprinklers"as specs- A)being hydraulically calculated(e.g., Primary and Secondary Beam Posi- fied in NFPA 13D or NFPA 1$R. maximum,12 feet fora 12 ft.x 12 ft. tioning. Directly attached to the un- coverage area,or 20 feet for a 20 ft.x derside of a combustible or non-com- For systems designed to NFPA 13,the 20 ft.coverage area). bustible smooth ceiling at any number of design sprinklers is to be elevation. the the four most hydraulically de- Primary Beam Cross-Section: Maxi- TFP4;O 1 Page 3 of 8 WRENCH RECESS #4946 " WRENCH&SOCKET COMBINATION 3/32"(2-4 mm)TYR FACE OF DO NOT SPRINKLER OVER TIGHTEN r_ FITTING I I ACCEPTS WRENCH l_ 1 3/8'SOCKET 29/3213/16' #4947 DRIVE \ (23,014,8 mm) SOCKET \ FIGURE 2 CEILING LEVEL MOUNTING SPRINKLER SOCKET TOLERANCE SURFACE WRENCH&SOCKET COMBINATION LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2'(50 mm)DIA. �\- r- - 29/3213/16' (23,0±4,8 mm) _ - (57,2 mm) O MOM HEAT COLLECTOR FIGURE 3 2-15/16"(75 mm)DIA. PROTECTIVE CAP REMOVAL TOOL B 112'NPT r- -� 7/16"(11,1 mm) NOMINAL MAKE-IN 9/16'(14,2 mm) t_ 1 15/16'(23,6 mm) O DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII(TY2284)RESIDENTIAL FLUSH PENDENT SPRINKLER Page 4 of 8 TFP420 mum depth of 14 inches and the maxi- Sprinkler Types. Series LFII mum width is unlimited.The cross-sec- (TY2284), 162F, Flush Pendent Resi- tional shape of-the primary beam may dential Sprinklers. A► Z be rectangular to circular. Sprinkler Coverage Area and Hy- Secondary Beam Cross-Section. draulic Design. The sprinkler cover- EE Maximum depth to be no greater than age areas and hydraulic design criteria CD q the primary beam and the maximum as presented in the Table A for"Hork width is unlimited.The cross-sectional zontal Ceilings"are to be applied. 'N shape of the secondary beam may be. Sprinkler Position. The bottom of rectangular to circular. heat collector to bottom of primary Primary Beam Spacing.The primary beams for the Series LFII (TY2284) e beams(Fig.5A)are to be 3 ft.-4 in.to Flush Pendent Sprinklers is to be 6 ft.from the compartment wall to cen- 23/32 to 1-3/32 Inches (Fig.4A).The FLUSH ter of the nearest beam and from cen vertical centerline of the Series LFII ' TY2284 POSITION ter to center between beams. (TY2284) Flush Pendent Sprinklers is Secondary Beam Spacing.The sec- to be no greater than half the primary B ondary beams principally tun perpen- beam cross-sectional width plus 2inches from the centerline of the pri- mary beam(Fig 4B). E g Secondary beams of a depth equal to E E the primary beam must be placed so NOTES co r that the beam pockets created by the Core drilling of beams to allow the primary beams do not exceed 20 feet installation of sprinkler drops requires in length(Fig.5B). consulting with a structural engineer. N NOTE where core drilling is not permitted, When the beam pockets created by the previously stated sprinkler position the primary beams exceed 20 feet in criteria for the Series LFII (7Y2234) length, the installation will require.the Pendent Sprinklers allows for the TY2284 use of secondary beams as described sprinkler drop to be placed adjacent to MAXIMUM above. Otherwise, secondary beams the primary beam. ONE-HALF BEAM need not be resent. Beam and Soffit Arrangements. A . WIDTH PLUS p ' 2'(50,8 mm) Secondary beams of across-sectional soffit is permitted to be placed around depth greater than one-quarter nal the perimeter of a compartment with depth of the primary beams are to be the beam arrangement within the sof- a minimum of 3 ft. - 4 in. from the filed area(Fig.6). FIGURE 4 compartment wall to center of the The cross-section of the soffit may be . SPRINKLER POS1TlON/NG nearest beam and from center to can- any size as long as it does not create ter between beams(Fig.5C). an obstruction to water distribution per UNDER PRIMARY BEAMS Secondary beams of across-sectional the obstruction rules of NFPA 13 for (Refer to the'Beam Ceiling ry residential sprinklers. Design Criteria"section) depth no greater than one-quarter the depth of the primary beams may be When soffits are present, the pre- placed at any compartment wall to viously provided 3 ft: 4 in. to 6 ft. center of the nearest beam distance "compartment wall to adjacent beam" and from any center to center distance distance for the primary and secon- between beams(Fig. 5C). dart'beams is to be measured from the Lintels.Lintels over doorways exiting face of the soffit as opposed to the the compartment must be present.The compartment wall. minimum height for the lintels is 8 NOTE inches or no less than the depth of the Although the distance to the beams is Primary Beams,whichever is greater. measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP420 - Page S of 8 jo ALL FIGURES: A-�-+—A— —A—� DISTANCES ARE IF f IF MEASURED TO 14'(356 mm) . COMPARTMENT MAXIMUM WALL FACES AND >': :':ie: +c:'•::i>.. TO CENTERLINES OF BEAMS A=T-4'10 6'-0'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14'(356 mm)MAXIMUM DEPTH PRIMARY BEAM 20'-0'(6,1 m) MAXIMUM COMPARTMENT WALLS .;f,.• .:ei. .tit•. FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0'(6,1 m) A=3'-4'to 6'-0"(1,0 to 1,8 m) i Y FOR PRIMARY BEAMS HAV- SECONDARY AVSECONDARY `r B ING A 14"(356 mm)MAXIMUM BEAMDEPTH 7 >z B-20'-0'(6,1 m)MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY >_. DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0'(6,1 m) COMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0'(6,1 m) —A. 1 A 1 A---j C A-T-4'to6'•O'(1,O to 1,8 m) ': FOR PRIMARY BEAMS HAV- ING AVING A 14'(356 mm)MAXIMUM SECONDARY sr C DEPTH BEAM C-3'-4'(1,0 m)MINIMUM FOR 'S F SECONDARY BEAMS HAVING _ DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY* —or— BEAM CII ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING . DEPTHS UP TO 25%OF *REFER TO PRIMARY BEAMS FIGURE 5B COMPARTMENT FOR SPANS WALLS ' EXCEEDING 20'-0"(6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FlGURE 5 BEAM ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) TFP420 Page 7 of 8 � y spec their re testing, and maintenance of Limited Ordering their fire protection system and de- vices in compliance with this warrant Procedure menta as well as with the applicablecable y standards of the National Fire Protec- tion Association- (e.g., NFPA 25), in Products manufactured by Tyco Fire When placing an order,indicate the full addition to the standards of any other Products are warranted solely to the product name.Contact your local dis- authorities having jurisdiction.The in- original Buyer for ten (10) years tributor for availability.. stalling contractor or sprinkler manu- against defects in material and work- Sprinkler Assembly: facturer should be contacted relative to manship when paid for and properly any questions. installed and maintained under normal Series LFII(TY2284),K=4.2,Residen- use and service.This.warranty will ex- tial Flush Pendent Sprinkler without NOTE pire ten (10) years from date of ship- Escutcheon and having a (specify) The owner must assure that the sprin ment by Tyco Fire Products. No war- finish,PIN (specify). klers are not used for hanging of any ranty Is given for products or objects and that the sprinklers are only components manufactured by.compa- chrome.................. 51-123-0-162 cleaned by means of gently dusting nies not affiliated by ownership with Black.................... 51-123-6-162 with a feather duster,otherwise, non- Tyco Fire Products or for products and operation In the event of a fire or inad- components which have been subject . Escutcheon: vertent operation may result. to misuse,Improper installation,corro- sion,or which have not been installed, Escutcheon for Series LFII (TY2284), It is recommended that automatic maintained,modified or repaired in ac- K=4.2, Residential Flush Pendent sprinkler systems be .inspected, cordance with applicable Standards of Sprinkler with (specify) finish, PIN tested, And maintained by a qualified, the National Fire Protection Associa- (specify). Inspection Service. tion,and/or the standards of any other Authorities Having Jurisdiction. Mate- chrome.................. 56-123-9-001 rials found b co Fire Products to be wake............ ....... 56-123- -001 y Tyco Black..................... 56-123-66-001 defective shall be either repaired or replaced, at Tyco.Fire Products' sole Accessories: option.Tyco Fire Productsneither as- Socket for Series LFII (TY2284) Resi- sumes, nor authorizes any person to dential Flush Pendent Sprinkler, PIN assume for It, any other obligation in 56-000-4-947. connection with the sale of products or parts of products.Tyco Fire Products Wrench & Socket for Series LFII shall not be responsible for sprinkler (TY2284) Residential Flush Pendent system.design errors or inaccurate or Sprinkler, PIN 56-000-4-948. incomplete Information supplied by Protective Cap Removal Tool'for Se- Buyer or Buyer's representatives. ries LFII (TY2284) Residential Flush IN NO EVENT .SHALL TYCO FIRE Pendent Sprinkler, PIN 56-000-4-300. PRODUCTS BE LIABLE IN CON- TRACT,TORT,STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' Ll- ABILITY I ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY iS MADE IN LIEU OF ANY AND ALL. OTHER WARRANTIES EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Page.6 of 8 TFP420 ................:........ .. ..........................:...:...:. SECONDARY BEAM is #USE DISTANCES SHOWN PRIMARY ' IN FIGURES 5A,58&5C, BEAM EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALLSURFACES FACE OF SOFFIT <: COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) fitting to the mounting,surface will be Installation nominally 29/32 inches (23,0 mm) as Care and shown in 7A. Figure The Series LFII (TY2284)must be in- g Maintenance Ste 3.With pipe thread sealant ap- the follow- P PP stalled in accordance with lied to the pipe threads,hand tighten Ing instructions: the Sprinkler into the sprinkler fitting. The Series LFII (TY2284) must be NOTES maintained and serviced in accord- The Protective Cap is to remain on the Step 4.Wrench tighten the Sprinkler ance with the following instructions: sprinkler during installation until the using only the Sprinkler Socket or ceiling installation is complete. The Wrench & Socket Combination (Ref. NOTES Protective Cap must be removed to Figure 2). The wrench recess of the Absence of an Escutcheon Plate may place the sprinkler in service. Socket is to be applied to the sprinkler delay the time to sprinkler operation in Aleaktight 1/2inch NPTsprinklerjoint wrenching area(Ref.Figure 1A). atire situation. should be obtained with a torque of 7 Step 5.Use the"ceiling level tolerance Before closing a fire protection system to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- Iimir indicator on the Protective Cap to main control valve for maintenance mum of 2.1 ft.lbs. (213,5 Nm) of torque check for proper installation height. work on the fire protection system is to be used to install sprinklers. Relocate the sprinkler fitting as Hetes- which It controls, permission to shut Higher levels of torque may distort the sary.If desired the Protective Cap may down the affected fire protection sys- sprinkler inlet with consequent leak- also be used to locate the center of the tem must be obtained from the proper. age or impairment of the sprinkler. clearance hole by gently pushing the authorities and all personnel who may Do not attempt to compensate for in- ceiling material against the center be affected by this action must be no- sufficient adjustment in an Escutcheon Point of the Cap. tified. Plate by under- or over-tightening the, Step 6.After the ceiling has been com- Sprinklers which are found to be leak- Sprinkler. Readjust the position of the pleted with the 2 inch(50 mm)diame- Ing or exhibiting visible signs of corro- sprinkler fitting to suit. ter clearance hole, use the Protective sion must be replaced. Each sprinkler must be inspected be- Cap Removal Tool (Ref. Figure 3) to Automatic sprinklers must never be fore installation. Do not use any sprin- remove the Protective Cap and then painted, plated, coated, or otherwise kler that exhibits any deformations or push on the Escutcheon until its flange altered after leaving the factory.Modi- cracks,including cracks on the protec- just comes in contact with the ceiling, fled or over heated sprinklers must be Do not continue to push the Escutch- live cap. eon such that it lifts ceiling panel out replaced. Step 1.The Sprinkler must be installed of its normal position.If the Escutch- Care must be exercised to avoid dam only in the pendent position and with eon cannot be engaged with the Sprin- age -before,during,and after instal- the Sprinkler waterway centerline per- kler, or the the Escutcheon cannot be lation. Sprinklers damaged by drop- pendicular to the mounting surface. engaged sufficiently to contact the ping, striking, wrench twist/slippage, Step 2. Install the sprinkler fitting so ceiling, relocate the sprinkler fitting as or the like,must be replaced. that the distance from the face of the necessary. A The owner is responsible for the in- series 909 "Engineered for + Sizes 3/a" - 2" eaP acifyrelief" Reduced Pressure Zon To prevent back-siphonage and backpressure of con- Patent 14.241.752 taminated water into the safe drinking water supply, when installed at each high hazard cross-connection. 90947-s Use Series 909 for backflow,protection in cross-connec- tion control and containment at the service entrance.The 909 high capacity relief incorporates the"air-in/water-out" principle and substantially improves the relief valves dis- charge performance.The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port, resilient Note:The installation of a drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT. Sizes drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT. Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/4"and 1"only Suffix Capacity QT-with quarter-turn,full port,resilient seated ball valve shut-offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze strainer Research at the.University of Southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions *Typical maximum mechanicallirrigation system flow rale(7.5 feet per second) PC-with internal Polymer Coating %11909 LF-without shut-off valves 16 Prefix 12 U- with integral body unions(s/4"and 1"only FAE-with flanged adapter ends(11/4",11h",2' only) a 8 Features 4 Quarter-turn ball valve shut offs ® Replaceable bronze seats 0 5 10 t5 20. 25 30 35 GPM e Designed pressure drop a Modular design 5 75 10 15 20 FPS i Simple and economical service • No special tools required for.- 1"909 • e High capacity relief protection servicing20 against combined back-siphonage/ 5 backpressureX1 backflow a15 Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 180°F in- 5 7.5 10 15 20 FPS termittent..Suffix HW stainless steel check modules suit 20 1 1/4"909M1 _ able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connections a 10 3/4"-l" 9090T has NPT female threaded body connections. 5 11/4"-2"909QTM1 has NPT male threaded body connections. Dimensions—WeightS (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM, Size Dimension(i cher) Wg.(lbs.) 5 7.5 10 15 20 - FPS inches A 'e C I D E F G H wlo strainer. 20 1 1/2"909M1 • a/4 211/4 17V4 7Vt6 4 44/4 11 v4 63'4 31b 153'. 14 1 5 7 1 1 22/4 17�/i6 7116 4 4�/i A373/e it/: 15 15 1 1 Yi 25% 203/4 10/e 5 63/4 / 4 i�4 5 2 40a a z10 1/z 27 he 21/4 10/e 5 63/4 51/4 44 40 0.2 30/4 23Va 10% 5 6% 51/4 4734. 40 5 C_ _ a e 0. 10 20 30 40 50 60 70 80 90 100 GPM °I2"909M1 .5 7.5 10 15 FPS 20 015 J a 10 I r c l 909OT•S o j 5—H — g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 7.5 10 15 FPS VSR-SF VANE TYPE WATERFLOW ®POUER FOR SMALL PIPE ALARM SWITCH WITH.RETARD Potter Electric Signal Company Potter Electric Signal &Mfg., LTD. 2081 Craig Road• St. Louis,MO 63146-4161 55 Glen Cameron Road . (314) 878-4321 •(800)325-3936 Thornhill, Ontario, Canada UT 1 P2. www.pottersignal.com (905)882-1833 UL,ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI "r Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS fir.. Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT(Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: T " Two knockouts provided for 1/2 conduit.. Usage: Listed plastic, copper and schedule 40 iron pipe.' Fits pipe.sizes.- 1", 1 1/4", 1 1/2" and 2" ' i Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2"polybutylene. (CTS-Copper tubing size) y. Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. •NEMA 4/IP55 rated enclosure-use with appropriate conduit fitting. ' f -Temperature range:40° F to 120° F(4.5°C to 49"C) Caution: This device isnot intended for applications in explosive environments. i ? Service Use: Automatic Sprinkler. NFPA-13 One or two family dwelling NFPA-13D Stock No. 1113000 Residential occupancy u to fourstories pNFPA-13 Y PR U.S. PAT. NO.3921989, CANADIAN PAT.NO. 1009680 National Fire Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a.vane type waterflow switch for use on waterflow. wet sprinkler systems that use 1", 1 1/4", 1 1/2"or 2"pipe size. The unit may also be used as a sectional waterflow The vane must not rub the inside of the TEE or bind in any detector on large systems. way. The stem should move freely when operated by hand. The unit contains two single pole double throw snap action The device can also be used in copper or plastic pipe installa- switches and an adjustable, instantly recycling pneumatic tions with the proper adapters so that the specified TEE fitting retard.The switches are actuated when a flow of 10 gallons may be installed on the pipe run. per minute or more occurs downstream of the device.The flow INSPECTIONN A D TESTING: Check the operation of th condition must exist fora period of time e e unit e necessa P to over-er b opening the ins ecto r s test vale Y P 9 eat the end come the selected retard period. P of the P sprinkler line or the drain and test connection if an ins ector's • � P INSTALLATION: These devices may be mounted in horizon- test valve is not provided. tal or vertical pipe. On horizontal pipe they should be installed If there are no provisions for testing the operation of the flow on the top side of the.pine where they will be accessible. The detection device on the system, application of the VSR-SF is units.should not be installed within 6" of a valve, drain or fitting not recommended or advisable which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See The frequency of the inspection and testing and its associated Fig. 2 for proper TEE size,type and installation. protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority Screw the device into the TEE fitting as shown in Fig. 2. Care having jurisdiction (manufacturer recommends quarterly or must be taken to properly orient the device for the direction of more frequently). PRINTED IN USA MKT.#8800003-REV M PAGE 1 OF 2 MFG.#5400802-2197 I "�--0ER VSR-F VANE TYPE WATERFLOW ® SWITCH WITH RETARD FIG. 1 FIG. 2 DO NOT LEAVE COVER OFF FOR SWITCH TERMINAL CONNECTIONS EXTENDED PERIOD OF TIME CLAMPING PLATE TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) TIGHTEN NUTS FOR TIME DELAY. USEALTERNATELY TO AN '14d\�G AMOUNTSIRED OF RETARD NECESSARYTHE TO PREVENT MINIMUM -0 EVENTUAL 5OFT.-LBS FALSE ALARMS, A "B" SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO "B". O OVA M. 11923-3 - l� CAUTION: TO INSTALL,DRILL A HOLE AS INDICATED: MOUNT ON PIPE SO An uninsulated section of ARROW ON SADDLE a single conductor should PIPE SIZE HOLE SIZE POINTS IN DIRECTION not be looped around the of WATERFLOW terminal and serve as two 2'to2 t/2' 1 tla'+t/8'-1/16' (50mm to 65mm) (33mm t2mm) I ROLL PADDLE IN separate connections. OPPOSITE DIRECTION The wire must be severed, 3'to 8'' 2'tt/8' OF WATERFLOW thereby providing supervi- (BDmm to 200mm) (50mm t2mm) Sion of the connection in the event that the wire DIRECTION OF becomes dislodged from WATERFLOW under the terminal \1 APPROX. RETARD SETTINGS (IN SECS.) 0 1 A 8 C D E DWG. #761-30 ' 0 10-25 20-40 35-55 50-70 160-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS' LOCAL BELL TRANSFORMER STYLE B (CLASS B) END-OF-LINE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ON CLOSE ON ALARM ALARM ALARM EOL RESISTOR SIGNALING DEVICE NOTE: FOR SUPERVISED CIRCUITS SEE "SWITCH TERMINAL CONNECTIONS" DRAWING AND CAUTION NOTE (FIG. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION . OPEN ON CLOSE ON TO ADD'L t FROMALARM ALARM DEVICES OPEN ON 1\/ CLOSE ON CONTROL OR RETURN ALARM 4 ALARM PANEL. TO CONTROL DWG. #761-15 NOTES: 1. The Model VSR-F has two switches,one can be used to operate a central station,proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its.associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve,that Is usual) located th y at e end of the most remote branch line,should always be used for test purposes. If there are no provisions for testing the operation-of the flow detection device on the system,application VS Y pp n of the R F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT.48800001-REV L PAGE 2 OF 2 MFG.45400761-11/95 -SERIES MT AND MT STROBE MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road• P.O. Box 28480. 55 Glen Cameron Road St. Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P2 (314) 878-4321 •(800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time'Horn, Code-3 Tone; Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Tem.poral'Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's.MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features MR --One alarm appliance with (8) eight selective . signals to provide superior sound penetration for . various ambient and wall conditions with two field ; selectable sound output levels. Code-3 Horn and Tone meat N.FPA/ANSI/ISO ' temporal pattern for standard emergency evacu- °k ation signaling. { , •Audible and strobe can operate from a single signaling circuit. -Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce,power consumption and wiring costs. Model MT-24-LSM • Low cost installation via standard electrical boxes. (strobe/horn shown) Attractive flush or surface mounting options available. dBA and CurrentRatings Model MT 12124' MT-24-LSM (Horn) (Strobe/Horn) Stock No. 1610914 Stock No. 1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 94 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 .92 87 March Time Horn 0.040 0,023 99 93 0.405 0.388 99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Tone Q.028 0.017 95 90 0.393 . 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391. 99 94 Siren 0.036 0.023 98 93 0.401 0.388 9B 93 Hi/Lo 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA MKT.118850002.REV A PAGE 1 OF 2 11/95 l d TS :�r •', T '���M �. tit � 1° '.. �O �JI�r,. yR'y�•fd '�:•r•,)Y aC•1 ,isr';t • ' ..�:� I O • 'li� '•:; f1 ! '!'��7;,•�;;!� Oro••; • aA trgr'^gJyIl•_'j 1 K �t5 �F��•'r'e°°,!r�•••�lnV�i•�1'��+•!��w�p Q.�(J^�,,.�•/��yJ]�, 1�•,�e. 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'•� p• e •} ``%}'7'��,.•h•;n uk'Gp o QJ'a '.I;r?i�r::;1�.r I (;%��i• .:,;e' �,,t •. f...�.:?.•;i�7.� is .�,.�?"l• 7 ••° '�t � :-• • '^d:r1<i:Y:r�4 .1�.racl�ah 1 :r,r•:,i::.:, Jr,••D c�,,, f.',7!';�,� �%• �[`,L; .,•. +�,�1::(: •'r'/;� !i• '4• •• P 1►��i�°• >•° "y K' •1 .�•p•.•v. •4'�+. .ryr, .,;•;A`�ti �:::• �• '' O ••• ' O ■- • • I .•t:.D 511, R. .p•. .'!•i.•i'�'i �, c. r:. �'�. f.ql+ r: �C'.y i•�''N r�. ark �'I. ::• �.. .°v +X •+ •'1 d•: .. :,, ,,c� ,jt.::'•.. , , 1. n7 +. •'b• • s '°• -•o yq ,/�/IJ;:;..:'; :,' •a.• ;' r1:C}r Zh,•;•. ;:���, r .n`,/!� '�`!(•�•,;��?.4,h ° h�i9r.�i�;, �"j(1• '�a �`1,� •v ,•: '•'.fl ,'�,,c��. `•�'�.��� `.JJ � or�rr'::�'•'�`'�'•+'c►�` ��� i.)jtY 7 ?;•:• i;y+• ,,,l..;r.�^cR i'�•' /y�I���`rp',,'�'' r v � {�!t' •: :;��• ir::•.`6 .::'•�:;.�:_r.:�J• 4'�l;ih r ;��• } r .i. 1. : °!' � �A 5 '� { A 4`Tr'-T�i �y b7t (. �'/••, -•,.N� �'c''.3 '�f•'(ii/. .•�.! , .�•.c:;�•..�ili.Y�?: �l.p�",°' ^y^ .t �y�. �+'�(' Jt �,�• r .✓,9 !VA° •`,-7�J,i7�•:�q/•',.r:r•„1 fJ•. ��1•.� o• .k 1 ,n •t f •L• _ 1 ,Y''�trT� l^Y �• ' • hq/ l�l% i1- q •4•�•q �^ 'b 7TAnr o NY1Qlt4 /tv ;:7I1J, INSTALLATION INSTRUCTIONS Fumes: If the filling cup is above the highest sprinkler, ; use the following installation procedure: FireFighter and FireFighter PG have no hazardous fumes: 1. Close the water supply valves and drain the system. System Requirements and Limitations: 2. Add FireFighter or FireFighter PG to the system All fire protection sprinkler systems winterized with through a filling cup. ` FireFighter or FireFighter PG should conform to local, state and.NFPA requirements.The use of antifreeze 3. Use the end sprinklers to vent air from the piping. .d within these systems should also conform to NFPA requirements. 4. Back out all of the sprinklers slightly,until ' antifreeze appears.This assures that the piping is Use of antifreeze solutions should also be in completely filled and all air has been purged from �p ..••••. a the system. �.,.• . conformance with an state or local health codes. y ��� Please contact your local health authorities if you have any questions concerning the codes in your area. int!,` If the filling cup is NOT above the highesta sprinkler,use one of the'following installation ..., Maintenance: 4. t oprocedures: • 7 , _Because the chemicals which compose FireFighter •�', ',�° 1. Administer FireFighter or FireFighter PG at the and FireFighter PG can break down over time, systems °` highest sprinkler branch line using a filling cup.The should be tested to determine the level of freeze , . drop pipe should be filled through the filling cup as protection at the beginning of each freezing season. 1 t�.�,, shown in the diagram below. _To test the freeze protection level of FireFighter,use a ,�',,a 2. Tighten the sprinkler heads and open the valve small hydrometer to determine the specific gravity of �� marked #1 until the drop pipe and the section of pipe =� �� the solution.To maintain a=15°F flow protection,the above valve 01 are empty. - '�~= specific gravity of FireFighter should be 1.141 at 11°F. -.1..A•� = �1 3. Close valve #1. Close the filling connection valve. To test the freeze protection level of FireFighter PG, Slowly open the supply valve wide. use a small hydrometer to determine the specific gravity of the solution .To maintain a—15°F flow -;,;'A?,�:: : Or: 'Ps protection,the specific gravity.of FireFighter PG should y � �1 be 1.030 at 711F. . o Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked #2 in the diagramnv gip: to When the test indicates that the solution has G below.it " weakened, empty the system and replace with fresh 7 ' FireFighter or FireFighter PG, according to the HEATED AREA UNHEATED AREA '�•~`� ''o' ° =v installation instructions. ';p)�� Filling Cup Sprinkler Head j�:•: • , �F: Water Supply /It '��•;. �-: ., ••s::,' � 1 Non-Freezing ••:;;.::� �, s' .i■— Solution +ti. •;... . .. 12 ins. Approved ° •�O t•1C� :Q ? 'J, Indicating ..?. Valve Wall •. ,r•V Drop 5 ft.min. # ■ Check Valvela` 11/32"hole in Clapper] LDrain Valve ° ��'3'�'• `, �`:�'+i''� Please turn to back panel for additional information. �: q 1 40 PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic* Chemical and Physical Properties: antifreezes designed specifically for-fire protection systems.These products are used in place of water FireFighter: and other water-like fluids in sprinkler systems _Density at 71°F is 1.137 grams/ml where freezing may either cause damage or interfere _Viscosity at 77°F is 7.05 centipoise p with the functioning of systems or equipment, and/or _pH of FireFighter is 7 toxicity to humans or animals is a concern. _.Boiling Point at Atmospheric Pressure(760.mm) is 212°F FireFighter is compatible with all approved types of pipe, including BlazeMaster", CPVC sprinkler pipe FireFighter PG: and fittings. Density at 77°F is 1.026 grams/ml Viscosity at 77°F is 6.15 centipoise FireFighter PG is compatible with all approved types r _ pH of FireFighter PG is 8.0-9.6 of sprinkler pipe systems,with the exception of CPVC. _ Boiling Point at Atmospheric Pressure[760 mm) ! ` is 222°F Sizes: lad,a� Freeze Protection Properties: „ FireFighter and FireFighter PG are available in: w _One gallon plastic bottles[6 per case] ..�a"� ' FireFighter and FireFighter PG: �. • —Five gallon pails —Minimum Fluid Flow Temperature is—15°F r:r30 gallon drums �' ly+� Minimum"Burst"(Hard Freeze)Temperature is—50°F , ° _55 gallon drums r _5000 gallon tank trucks4.'`. :; Flammability: Calor: t<<... FireFighter end FireFighter PG are not flammable °�M r since they have no measurable flash point(Pensky- FireFighter is orange Martens Closed Cup): however, both products can FireFighter PG is red _ �•p,,;,,�; flash or burn if the water content is evaporated off. . ,t. Applications: 'P FireFighter: "i 'at�n• _Flash Point is 350"F" Wet fire protection sprinkler systems I. _Fire Point is 400°F{fSF KR ." " Ingredients: ,� FireFighter PG: ° �,• —Flash Point is 214 IF*" 4, FireFighter: 'r —Fire Point is 220°F`" b'• •u • _Active Ingredient: Glycerine Other Ingredients:WaterToxicological, Environmentaland Health •�.o.•. Viscosity Reduction Agent Information: Dye ,`J z: reg_. ::� �..;.. � FireFighter and FireFighter PG are virtually harmless a'C:•?� FireFi to : to animals or lents' however,the disposal of these . •.: _Active Ingredient: Propylene Glycol materials should be in conformance with national, _Other Ingredients:Water state, and local health.codes. Viscosity Reduction Agent r tDye 5 4 Y4.': FDA References: • , ,� GRAS: FireFighter and FireFighter PG are considered ,� .=.•' ., 9 9 N ,n t" "Generally Regarded as Safe"by the Federal Food and r ;s. Drug Administration. `Firefighter Freeze Protection Fluid-is a trademark of The Noble Company. 'BlazeMaster`is a registered trademark of B.F.Goodrich �'`•�. `:' "Non-toxic'is used to describe extremely low chr6nic and acute toxicity. �::�.,.,:•�r-� No maximum sale intake for humans has been established.The product is 1.;•.':. .� considered GRAS(Generally Regarded As Safe)by The Food and Drug s"- iS Administration �,P _`f:'3S "Cleveland Open Cup ���¢ • r � .� ;r,� ,rkr RECOMMENDED CONCENTRATIONS f .•; •' ��`'`^f''`x�,i1.'" (� ••�•A rl I• ! �'1�Iy333l�ryMMMy��1q{'u'' FireFighter and FireFighter PG are intended to be used undiluted only. =/��,+y,RM+(/ y{�' a gin""•�o �s,k / � O •�.,r•1: .•:• ,• ••• ►� f°o' •�;:•' by ~��I AVAILABILITY �a FireFighter and FireFighter PG are available ' sl. •ab �, ' ,:t,;,q,��'�? ,1 �' ,o throughout the U.S.through wholesale distributors. `.•'f ;= '5';�:°• „`�' ; :::, q int. ` •. a...00.!;..•.;+•• �::;�:.�b ?,.;o},�!}rl r ';`°1 Ni M . Please contact The Noble Company for your local �' I ;:>;•qe�;,:, ,� d.. . �: a i� E''•; S representative and wholesaler. � :�.5:�,•< ►�,, :,.;�,�°^ - +```: „Y's:w .;:,1_ VI 'U '+vi r,.:•i:.”� , \1�:!''•,it � TECHNICAL SUPPORT ' '•a1:�' �E.•►�'�� ��rtr•�i :'.ti<��°> ,r,:�'>, a ;: '� , S ecifications, installation n, installation �;b •. .:°: , :,>'d�:•:�,;,�E: P g ' desigv q ,a•: ,n rMA• techniques,and unique applications will be reviewed }! °! .O °'��•: ;�: r:•�::?•,,f,w .� 1c1�'V t•do •. ,, ,T'• V ;,.�. ..': r.lgo'►t ,�•rNU7�,• , {r:•K` 9ri�,.. upon request.Address inquiries ATTN: FireFighter o;:::''�;s�i,,�;•� '.:�,,M,s��,l�•y, P�,,' ;{' Technical Support. Field service isva la ��°6,��,'�:''`%_' �.'��•��3,�'-�'=a� �•,Q�t . • .�, °���•:�,.',r a i ble through factory representatives , ° 'j;>; .,g�; c:;:: �, �,n;t"'�?;�` �`!+,�•,; , 1:'.; 7 it r.:!Jfi•. •.��:+ r•:. " '�, ,, hi .and Noble Company staff.Contact The Noble Company '� ..fit. !' -"'•::'' :'�;: ..; �7•.•. . .• •Sk;, �:-::::• ,:::%.• for local representatives. ��;a :'���i �= ;;?' �•' `��1� 1 l.'ry ..� .`�i .ter, •. .p.• ..•�y:.c.Y j.'/ .. P 1Q'tT Jlv • O • j� � � ' !Q .• �I R o�.a•'O j er' •1►O a•:;i;!1 1 � i1� t�." ' 1 4• b b o b•p•Op•,,, •11d�,, ►•J• The Noble CompanyQ�°� o► : • ,�ti :�':;; v° r. P0. •w••.•�•� C t'r•?Gi O• •� 614 Monroe Street b't , Z•. b. . ,,pp. t;.�: +Grand Haven;Michigan � .• l!y.i� +'�a,�•S�d'�' • •� 49417 6�• G ; ;�. ;!:1b�' .o.;r:.? •,• ti , , Phone:[61B)842-7644 1—Boo—G-7/yL —(-P /�S 6 " R'^''►' '• :`•' . . ..•;'::' " .� FAX:161618421547 / ,.:• , �,. �,.. . j,a ;�' �� �?y':r�{:�'nr•rjl:;�a'�:� -,•�;:Y+?�fAJi:L,q{�1;7v jr ,, oa' '' ip t' i .:.,�• ori:;; 1 •Y, {d i F:l\..; a►% fy .4,.•. n(ti••} ... .•.�o., f/a ;•t,lig!;.�o• •/j�:�r,�'�`o.•;�;;,►.;.� ••►�•�+ q �p1c0 TV - :, ::i((;:T•.ft. T v.}Nfa� a •, •0:'1,•;:x., �rr,c;�j; •t15. V ,• . Srlfij�•! �•►::.:.!n::�;'l•'�a' �l!l�i:�.;;'.•f t..•...)�..;.•.!�::._:) '• d ttia•r!'1 r •' !,,� • 'l:•• , , •nth ••O• ,'.; ; p��•' �'°`+ litre .,+• '/"'" �,� \ .j:} ' '`•I q!r%, '' 'r I ••� Y, •meq .';•• �••(, cam'', 'e •r , ?I{4'1 _ �' •4•(', ';I�• •; .h, ;!1 .0 .•'''n ��••rC' 'C•Z,•'b t,bi••��'} - v h / 41 Y tt ' Printed In USA t ,�� '• '"` r. i.:" ©1989 The Noble Co.Form AFFPIG 289 ' 1 uti+^ KOfFti�1.14f1 M r s 909- "Engineered 'for high �r 9Pressure ®� t 3 ;, acify relief educe ,. Sizes /4 - 2" Cap To prevent back-siphonage and backpressure of con— Patent 14,241,752 laminated water into the safe drinking watersupply, when installed at each high hazard cross-connection. 909QT-S Use Series`909 for backflow protection in cross-connec- r tion control and containment at the service entrance.The 909 high capacity relief incorporates the"air-in/water-out" principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port,.resilient Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT. Sizes 3/a" drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs.. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE - C-with strainer clean and check,3/4"and 1"only Suffix Capacity OT'-with quarter-turn,full port,resilient seated ball valve shut-offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze Strainer Research at the University of Southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions `Typical maximum mechanical irrfgailon system flow rate(7.6 feet per second) PC'-with internal Polymer Coating '/4'909 • LF-without shut-off valves 16 Prefix 12 U- with integral body unions(3/4"and 1"only) cs FAE-with flanged adapter ends(1'/4",1 th",2' only) a 6 Features 4 • Quarter-turn ball valve shutoffs Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM Designed pressure drop • Modular design 5 7.5 10 15 . 20 FPS Simple and economical service No special tools required for '20 1 ,909 ® High capacity relief protection servicing against combined back-siphonage/ X15 backpressure backflow a10 Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and . 0 5 '10 15 20 25 30 35 40 45 50 55 60 GPM _ water temperatures up to 140OF continuous and 180°F in- 5 7.5 10 15 20 FPS termittent.,Suffix HW stainless steel check modules suit= 20 1 '/4"909M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connections 10 3/4"-1" 909QT has NPT female threaded body connections. 5 111/4"-2"'909QTM1 has NPT male threaded body connections. Dimensions- eights (approximate) 0 10 20 30 40 50 60 70 80 90 1D0 GPM Size Dimension(i ches) Wg.(lbs.) 5 7S 10 15 20 FPS inches A 8 C D E F G H wic strainer 20 1 1/2"9091V11 21'/e 17'/e 7V,. 4 41/4 1114. 6'Y4 3% 15Ye 14 1 22'/4 171/�e 75/ee gY4 13 7 3'/e 17'/t 15 15 1'/e 254'e 21 10Me §4 14 7%: 5'/e 42Yi 40VA 271/is 213/4 103/e % 15 7'h 5'h 44 40N 10 2 301/i 23% 101/e % 16 7Y4 5'/4 5 A c e p 10 20 30 40 50 60 70 80 90 100.•GPM 5 7.5 10 15 FPS . n . a 2"909M1 20 Vic, .11 015 i I a10 . -----{ I_p _G—1 90907-5 0 0 5 H GPM 6 o 25 50 75 100 125 150 175 200 For more information,send for ES-909S FPS 5 75 10 15 5fl = •'•• STRENGTH OFCOPPER TUBING SAFE WORKING INTERNAL PRESSURES � TYPE.K TYPE L TYPE M F+ r, "s Nom Stze 150°F. 2500F. 3504 4000F. 150�F. 2500F• •3500F. 4000F. 1500F, 2500F. 350°F.:•400°F. i,Mi� In Inches O.D. (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) 3130 3030 1980 130D A V�'""`' 1950 1890 1230 810 y ;r�F:. .; t,.. ;l,. /e.;:,w;'i;..... 4 1530 1480 970 . 640 1160 1120 730 480 1160 1120 .730 480 `. 1:�,! `t `,, ' • : s/I6 1200 1160 760 5D0 1200 1160 760 5DO 900 870 570 3BO 750 730 470 310 1170 1130 740 490 BOD 770 500 . 330 560 540 350 230 ;; � ;}�l �sl L/1';� s/s 920 890 580 3110 740 720 470 310 500 480 320 210 1/6i 'az,`:� •.` s/4 760 ' 730 480 320 650 630 410 270 450 430 2BO 190 =,,, F;-,°?.�4;5, i;, > '/ ,3 :6�3•„�/s So 850 560 370 590 570 370 250 400 390 250 170 +trPylw s `•' ; 1.''r x n t 1�/s, 660 660 430 260 510 490 320 210 340 . 330 220 140 1'/e 550 530 350 230 460 440 290 19D 340 330 220 140 t,'•,�Ls,y'iY 4 1!� 6 N a .1 s/s .540 5D0 330 220 430 420 270 160 340 330 220 140 ` stt 450 430 280 190 370 360 230 150 300 290 190 120 25/1, 420 400 270 IBD 350 340 220 140 280 270 180 120 3 410 400 260 170 330 320 210 140 260 250_ 160 110 :?.'E�`�+r'(+. •"+. 3L/�' 3S, 3BO 370 240. 160 320 310 200 130 260 250 160 110 ' 4/s 370 360 230 150 300 290 190 120 260 250 160 110 pit}�sxr �: " „5 :,,, :• 51/s 360 •350 230 15D 280 270 180 120 240 230 150 100 ':;;; b'; � •'�° 6';;' •:`:,'`" ;41A 370 360 230 150 260 250 160 11 D 230 . 220 140 100 81A 390 360 250 160 280 270 180 120 240 230 150 100 390 3110 ' 250 160 29D 2BO 180 120 .240 230- 150 100 'rw:•`•.AE:" ''12 i'=, ,12!/s 390 380 250 160 270 260 17D 110 240 230 150 100 • ''S t {rw;ti3{OM1,,NOTE,�150°f F S(Allowable stress in pounds per square Inch) 6000 psi - rl.gjl;ff>y,�',.*i' 0°kF S 5800 psi s> . m:,3500 F S 3800 psi ve, .:{..A 400 FSS 2500 psi FI33 7 �r� Gi1F� ��1 i '^1,t�btSiyy��'f,'�A �rA~,/�jl•!'1 '1.'rL 1�:'•. - - INTERNAL ME OF COPPER TUBING ..::rte{f.,H ;�,��_y!:.•:•X,ki h ;�- •.�,.- .. - ;r7�`}Y'i`Ia• +: ,',' 't- Cubic Inches Per Cubic Feef Per Gallons Per �• :. ;atom.S(ier' Foot o1 Tubing A00 Feel of Tubing 100 Feet of Tubing :;:' ;,?;"•n; K L M K L M K L M ;•.'..,... .,:;;.,;:• ' '/4, .936 .0542 A05 s/a .,. 1.524 1-740 1.908 ,0882 101 .110 .660 .753 .826 ?sa;� '•?:. ' .. /i it::'.,• 2.616 2.796 3.048 .151 .162 : .176 1.132 1.210 1.319 4.006 4.176 .232 .242 1.735 1.808 ' '/4 5.232 5.808 6.204 303 336 359 2265 . 2.514 2.686 ' 1 1 9.336 9.900 10.488 .540 .573 .607 4.042 4.286 4.540 14.64 15.12 15.72 85 BS 91 6,34 6.55 6.61 {r 20.64 2136 21.96 11„, 1.19 1.24 127 8.94 9.25 931 1, 36.12 37.08 311.04 2,09 2.15 2.20 15.64 16.05 16..47 � 21/2 55.92 57.24 58.68 3.24 . 3.31 3A0 24.21 24.78 25.40 3 l: 79.68 81.72 8376 4.61 473 4.85 3450 35.38 36.26 31/=; x'. 108.00 110.52 112.80 6.25 6.40 6S3 4675 47.84 48.83 •`' ': .4 e1 140.4 144.0 146A ' 8.1 8.3 8S 60.6 623 63.4 S fm 2172 224A 226.8 � 12A . 13.0 13.1 94.0 97.1 98.2 6..; A .310.8 321A 326A {?� 18.0 18.6 18.9 1345 1392 141.3 ,: ' AN, i a Table A-2-3.4 Copper Tube Dimensions Type K Type L Type to Nominal Outside Inside Wali Inside Wali Inside Wail Tube Size Diameter Diameter Thickness Diameter Thickness Diameter Thickness In. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) ( ) '/•� 0,875 (22.2) .0.745 (18.9) 0.065 (1.7) 0.7.85 (19.9) 0.045 (1.1) 0.811 (7.0.6). 0.032 (0.B) 1 I.112!i (28.(i) U.995 (25.3) 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 . (26.8) 0.035 (0.9) 1'/4 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) 1.265 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 11/2 1.625 (41.3) 1.481 (37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.8) O.OB3 (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 (51.0) 0.058 (1.5) 272 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) 0.065 (1.7) 3 3.125 (79.4) .2.907. (73.8) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3), 2.981 (75.7) 0.072 (1,B) 31/2 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.B) 3.935 (99.9) 0.095 (2.4) 5 5.125 ('130.2) 4.805. (122.0) 0.160 (4.1) 4.875 (123.8) 0.125 (12). 4.907 (124.6) 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) 8 8.125 (206.4) 7.583. (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 .(197.7) 0.170 (4.3) 10 10.13 (2!.17.3) .9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4j 9.701 (246.4) 0.212 (5.4) +. 1001 INCORPORATED t CORONA,CA•(714)737.5599 32A 1 FIG. 22 HANGER FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range-3/4"thru 2"C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. . Function - Figure-22 Is intended to perform as a hanger to support only C.P.V.C. piping used in , .• ... . e automatic fire sprinkler systems. The product acts as a ecation hanger when tab is upward and the fastener screw is in ,, p t the horizontal position. Figure 22 can be installed on the top of a beam,but in this situation acts as a guide to the piping which is .' ;'�. r iE L:,•. '', �'-'"`'" supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. . y Figure 22, when inverted, with the hanger tab downward, does not,act as-a hanger, but can function ' as a restrainer to prevent the upward movement of the C sprinkler head during activation. .Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 1311, and 13D. + Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw°° A furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket B attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been _ known to result from installations using impact type +- tools. No pre drilling of a pilot hole in wood is required. Order By-Figure number and C.P.V.C, pipe size. -Patent Pending Minimum fastener size acceptable, X12 x 1-1/4 hardened hex head self threading screw. MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FT.) SIZE LENGTH PER 100 3/4 2-7/16 1-5/16 1-3/16. 5- 1/. 2 5/16 1 -1/4 9 t.....,r�azHs�,ry.»g•,:'';•_,q•fi�:q':i-1�fvY.. FI:4�:tC::�4-T5.'.Y,,•`� 'i;� a•�-a.�nr -r:.; ;n.•r /'s,•,.:J':pr. r:rm rr: •',w•. <,i- cnn r a 'c�r r awti.?',:�a'.,,�,ia�. 36i ? c�,7 • rk. ray. �ab 'I��F. ::,,,.,..z..,;�` .4., 1�61�<'„+ .,'.,,tr 1- 1/4 3- 1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 :�dem ary n� 3,p..Fi{r'rT•1�,.•,act,54 3. tz ury.�.s Mayr r•.,7•:V ./^ 1 9 r• •�• -Y� -Sle-Y,� .err Pe.s;, >.n.�,.. . �i� 3�``1'.r�.`�'a�,F.+-.+9�%-�ii.�'�tr`�, L4 "z •,`�” 1��"Fr t y}t ,fS! Y�H.�C,�A:rk., t�?�t3��.i)`1 1 � i ) f y�f4 r� �n ` l:t;tY hrl�s .r '. i...�.,.a,(�...-StuR.Y_<f<at"wx,....v,a:......�I���:7.r<hv.:•�. }r�u.,�^':7:"+'��`m�.Ye4ra<-���bd:�r�rt.,�lilb:iur54,L,+,F�..hei'a�:•r:.:i+�..,.. �7c...�v+v,N_:ua�,.S�'ri...l,.�:r'.•��`.�'t.u:...rJ,.a,:.,r.,.7�� .........� 2 3-3/4 2- 1/8 1-3/16 8 5/16 1- 1/4 15 ruMsm W)I s r L: KGO INCORPORATED 32B CORONA,CA.(714)737.5599 , FIG. 23 FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE—SIDE MOUNT � r �91K`��' I-' •'F .. 4 L" 1 I I I I I-t—8—1►I�6-I►I C Size Range.-3/4"thru 2"C.P.V.C. pipe. Features - The Fig. 23 and Fig. 24 incorporate features Material - Carbon Steel with galvanized finish G-90 govt. Which protect the pipe and ease installation.. The flared edge .spec. ..design*protects the C.P.V.C. pipe from any rough surface. Function -The Fig. 23 and Fig. 24 are intended to perform The Fig. 23 and Fig. 24 are easily attached to the building as a hanger/restrainer to support only C.P.V.C. piping used structure using the two hex head self threading screws** in automatic fire sprinkler systems. furnished with the product. It is recommended that Fig. 23 and Fig. 24 can be installed on the top or on the rechargeable electric drills fitted with a hex socket attachment bottom of a beam. The Fig. 23 can also be installed on the. be used as installation tools. No impact tools (such as a side of a beam. hammer) or impact fasteners(such as drive screws or nails) are allowed. Damage has been known to result from installations The Fig. 23 and Fig. 24 can also function as a restrainer to using impact type tools. No pre drilling of a pilot hole in wood prevent the upward movement of the sprinkler head during is required. activation. Order By-Figure number and C.P.V.C. pipe size. . Approvals - Underwriters' Laboratories listed to support fire °•Patents Pending sprinkler,piping. Meets and exceeds the requirements of °° - Minimum fastener size acceptable, #12 z 1-1/4'1 N.F.P.A. 13, 13R, and 13D. hardened hex head self threading screw. A B C MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE FIG. 23 FIG. 24 FIG. 23 FIG.24 FIG.23 FIG. 24 (FT.) SIZE LENGTH PER 100 3/¢4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 1-1/4 tt;`,��Y.:�t'•��.!'ll"'Ma;,PxM yie�:��,3.n�ar�>'r.. ,13 8.u�f..?N,x+r' �T ' ^(,•MG-'^t;w'c 4.r. �^1 :;`.Tr.p: : 6cts��ati G�antiv.ra4.,}U{Mw St�r..ti� N'6rAlSul�ti'a�,r�.,�',.FJ��r7)��Mt'l.', .`•�{P�':�g1�ne�a�Q�{�,I�7.,.g, 99 J. 0 . x14 . -s< ' 1-1/4 4-3/16 3 2.-3/32 1-1/2 1-3/16 1.3/16 6-1/2 5/16 1-1/4 11 `, t,,:S^4;Y•t%*ms;•;c;;n �rp,! .;c..,vr P i aj 1.1'..c�if nrru rs_wi�Y�r,r"f'r"�•r("�' #`I�'�ll �(�: "�,y.r ��1 hy.i ;r. , I'1 � / ly,: _,,,•.4 1� � �I6F •. .r_,.•..�;+.f,.fu...>..fe —.v....E.. .b .t,.i. 'p1 Y:kriG.r11•.L„{ v� ,sw:s :C'•r,�li:,e uei�n::,{luuaikAlfn'+l�':ra. , r, r.�Llr.:(e 2 4.7/8 3-11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1-1/4 15 REVISI-D SP)l Centr*al BlazeMaster INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition ' '�`• f. .r it - - CENTRAL y' :sem 0 No. 19.1A Rev.4 5,19( Table of Contents Intioduction......................................... 1 Handling&Storage ................................. Il Conversion Factors ..........:...................... 1 Handling ......................................... 11 Listings and Ar_pravals:............................. 1 . Storage ......................................... 11 ' Where and hov✓to use a Central BlazeMaster S,..,slem: .... 1 Handling of Central BlazeMaster Cements and Primers .. I 1 Solvent/Cementing Instructions................... ... 1 I Central BlazeMaster Specifications .....................3 Pipe .......... ...............:..................3 Joining Central BlazeMaster Pipe Systems ............. 11. Central B azeAiaster Fittings ......................... 3' Cutlfng.:............................. ........_ 11 Solvent/Cement.................................... 3 Deburring ....................................... 11 Dimensions for Central BlazeMaster CPVC Pip=........ 3 Fitting Preparaticn .............................. ... 12 Fitting Socket Dimensions...... ....................... 3 Safety and Health Precautions .. ..................... 12 Estimating Primer and Cement Requirements .......... 12 Product Ratings and Capabilities.... • ••••.••• 4 . primer Application............. ...... ......... 12 Pressure Rating&Pressure Listing ..... ... •..••• 4 Solvent Cement Application .................. ...... 12 Friction Loss ............................. .......4 Assembly........................................ 12 Thermal Expansion...............................•. 4 Set and Cure Times ............................... 1c• Physical and Thermal Properties of Central Pressure Testing the System ......................... 14 BlazeMaster CPVC ..........I...................... 6 Permissible Deflections of Central BlazeMaster CPVC .....6 Transition to Other Materials .......................... 14 Support and Hanger Recommendations.... ...........7 Flanged Connections......I....................... 14 Pipe Bracing with Standard Band Hanger.............. 7 Grooved Coupling Adapters ........................ 15 Hanger/Support Spacing ............................7 Penetrating Fire Rated Walls&Partitions. .........:.. 15 Other Design Criteria ............................... 15 Vertical Restraint .................................... 7 Freeze Protection .................................. 15 Underground Installation Specifications ................ 9 Central BlazeMaster Systems and Penetration of Pipe....:... ..... .:............................9 Metal Studs.................................... 15 Fittings........................................... 9 Solvent Cement and Primer Spills.................... 15 Primer/Solvent Cement............................. '9 Joining Central BlazeMaster CPVC in Cold Weather ....:16 System Design ............ . ........ ........ 9. Joining Central BlazeMaster CPVC in Hot Weather...... 16 !?° Installation Procedures . .. ..... ...••••.• 9 Appendix16 ti Inspection........................... ........... 9 Helpful Tips.......................................16 Trenching.........:.............................. 9 Material Safety Data for Solvent Cements and Primers... 16 Snaking of Pipe.......................:............. 9 Training/Demonstration ............................ 16 Back-Filling...................................... 10 Material Safety Data Sheets........................... 17 Maintenance.... 10 System Riser Installation Requirements. ................ 10 System Riser Installation Recommendation............. 10 This Installation and Technical Manual contains the c:ileria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing,C-UL Listing and/or FM Approval. Additionally,the manual contains recommendations for easier installation,general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing,C-UL Listing and/or FM Approval.To dtFterentiate between a requirement and a suggestion,use the following definitions, SHALL—The use of the word"shall"indicates a mandatory requirement of the Lisflngs/Approval. SHOULD—The use of the word"should"indicates a suggestion that is not required to meet the Listings'Approval. Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central.This warranty will continue for,a period of ter years from the shipping date.Materials found to be defective by Central shall be repaired or replaced at Central's option.Central will not be responsible for labor charges or consequential expenses or damages incurred as a result of use of its products.This warranty is expressly made in lieu of any and aL other warranties,ei;rjrecsed or implied,including the war- ranties of merchantability and fitness. All sales by Central shall be subject to the terms and conditions stated herein.The placement of orders v✓ith Central shall constitute a--cep- t•ance of these terms and conditions.If buyers'purchase orders or confirmations are at a variance with the terms and conditions herein,they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County,Pennsylvania and the U.S. District Court for the Eastern District of Pennsylvania vdth respect to any proceedings arising out or in connection with any purchase and sale �rw contract entered into between Central and buyer.Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look for the UL,C-UL,FM and NSF-pw S.E.marls on the product. BlazeMaster"is a registered trademark of the BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufacturedin the USA. Introduction Central Sprinkler Company in conjunction with BFGoodrich has created aline of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride) sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide the following advantages over traditional sprinkler piping systems: • Increased hydraulic capabilities(C-Factor=150) • No precutting and expensive fabrication required • NSF-pw S.E.approved for potable water • Can be easily connected to other sprinldet piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust,scale and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity-than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide are as follows: linch=25.4 mm 1 foot=0.3048 meters I psi = 6.895 kPa 1 psi = 0.0699 bar 1 psi = 6894.757 Pa 1000 Pa=1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance with U.S.requirements and C-UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Factory Mutual(FM)Approved for use in: • Light Hazard occupancies as defined in the Standard for'Installation of Sprinkler Systems NFPA 13. "' • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height",NFPA 13R • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes",NFPA 13D, Underground fire service systems as described in the"Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S,requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by ME&A in Residential buildings as defined by NFPA 13D and 13R.The ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E..Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and FM Approved for use with Central and/or other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con. sult the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,FIA Approval Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A wet pipe system contains:;pater and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R,13D or 24 shall be followed and when applicable,the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A. In accordance with the UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum protection shall consist of either one layer of/"thick:gypsum wall board,f"plywood soffits,or a suspended membrane ceiling with lay-in panels or tiles having a weight of 0.35 pounds per sq.ft.when installed with metallic grids. For residential occupancies defined in NFPA 13D and 13R,the minimum protection may consist of one layer of!"plywood. In these cases,any standard sprinkler head rated at]70°For less may be used. B..In accordance with the C-UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- tectionshaljlons' W6(eLtheriat'h and plaster,one layer of 9mm thick:gypsum wallboard,one laxer of 13mm plywood,or a suspend- . o ed me I brane ceiling wf 4 lay-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim'when installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills,exhaust fans con::ected to metal ducts serving washrooms excepted. Where such penetration is pre- sent,individual openings exceeding 0.03m2,but not exceeding 0.71 m-'in area must be located such that the distance from the edge of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 0.71m2 in area. In these cases,any standard sprinkler head rated at 77°C or less may be used. C.For a concealed installation per FM Approvals,the piping shall be protected and completely separated by a permanently installed non-combustible barrier from a area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damage. Drop in ceiling tiles,as used in suspended ceilings are specifically considered not to be permanently installed for the purposes of this definition. Non-combustible is defined as hmgng a minimum finish fire rating of 15 minutes when tested per ASTM E 119. 4.For an exposed installation: A. In accordance with the UL Listing,Bkazel4aster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick:Response pendent sprinkler installed within 6"from the ceiling or Listed Residential sprinklers located in accordance Yvith their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations,Listed Quick Response horizontal sidewall sprinklers having deflectors within 6"from the ceil- ing and within 4"from the sidewall or Listed Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance betwe-3n sprinklers shall not exceed 14'. B. In accordance with the C-UL Listing,BlazeMaster CPVC pipe mid fittings shall be installed below a smooth,flat,horizontal, fined ceilings in conjunction with Listed Quick Response or Residential sprinklers with a maximum rating of 77°C. 5.Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F(65'C).. 6.Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers,as refer- enced in NFPA 13.However,NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler Blazelvlaster pipe and fittings can be installed in these areas when sprinklering residential occupancies according to these standards. 7. In installations v,rhere sprinkler pipe runs ttrrough an attic space that requires sprinklers per NFPA,CPVC piping shall be protected in order to meet the requirements of its UL and C-UL Listings:The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. sl 8. Central BlazeMaster pipe and fittings,when installed in accordance with its UL Listing in air plenums,shall be a minimum horizon- tal distance of 24"from an opening in the ceiling such as ventilation grills. The C-UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions,consult building codes and Authorities Having Jurisdiction in your area.Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources,such as light fixtures,ballasts and steam lines.Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source,the maximum ambient temperature,heat shielding, if any,and proximity of CPVC piping 10 the above.Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10.During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11.Central BlazeMaster pipe and fittings shall not be installed in outdoor applications. 12.The use of BlazeMaster CPVC in ceiling spaces above non-sprinklared areas has not been investigated by UL or FM. Central BlazeMaster Specifications Pipe Central Sprinkler BlazeMasler CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underv✓i iters Laboratories Inc.(UL&C-UL),Factory Mutual(FM),I E&A,and the National Sanitation Foundation(1,SF S.E.)for use in potable water systems. Fittings Central B1azeMaster sprinkler fittings conform to the requirements of ASTM F438(Schedule 40 dimensions from to 1 ")and ASTM F439 (Schedule 80 dimensions for 2"to 3").Female threaded adapters for sprinller head connect;ons contain brass inserts.Fillings carry the marl: ings of Underwriters Laboratories Inc.(UL&0-UL),Factory Mutual(FM),ME&A,and National San: tion Foundation�T'SF-pv:S.E.)for use i7 potable water systems. Solvent/Cement BlazeMaster.CPVC socket connections can be joined using one of two solvent/cementing processes. Connections shall be)oined v✓ith Central Sprinkler Blazeldlaster One-Step CSC-300,CSC-400,or CSC-500 Solvent Cements or Two Step CSC-100 Primer and CSC-200 Solvent Cement. CSC-100,CSC-200,CSC-300,and CSC-400 or CSC-500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cement- ing instructions within this manual prior to installation. Other primer or cements shall not be used with Ce ntral Blazeldaster products and the use of such non-approved welding agents will void the Manufacturer's warranty and product ListingslAppraaals. Dimensions for Central B1azeMaster CPVC Pipe. Table A•Central B1azeMasier Pipe Dimensions in Inches(Millimeters) Note: Central B1azelAaster pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average DD Average 1D Pounds per Feet with AMM 442.SDR(Standard 1.050 (26.7) _ 874 (22.2) 168 Dimension Ratio)is the ratio of the out- 1' (25.4) 1.315 (33.4) 1.101 (28.0) .262 ~ side pipe diameter to the wall thickness _ 1 W (31.8) 1.660. (42.2) 1.394 (35.6) -.418 of the pipe. _ 1%' (38.1) 1.900 (48.3) 1.598 (40.6) .548 2' (50.8) 2.375 (60.3) 2.003 (50.9) .859 2f' (63.5) 2.875 (73.0) 2.423 (61.7) 1.257_ 3' (76.2) 3.500 (88.9) 2.952 (75.1) 1.867 ASTM CPVC Fitting Socket Dimensions Table B•ASTM Dimensions for CPVC fittings in Inches: A B C D E F Socket Entrance Socket Bottom - i Socket Inside Nominal Diameter Diameter Minimum i Length Diameter mom Size Average Average Wall Thickness A. Minimum Minimum °!„ ��/, w•,f Diameter_ Diameter 3/<' 1.058 1.046 0.719 0.820 0.113 0.141 F �c _ 1" 1.325 1.310 0.875 1.044 0.133 0.166 w`-;.'. `o' '�'" e'` ''' -' 4 1'/++' 1.670 _1.655 0.938 1.375_ 0.140 0.175 t , 1 F_ 1.912 1.894 1.094 1.604 0.145 0.181 _ 2" 2.387 2.369 1.500_ 1.933_ 0.218 0.27_5_ 2f' i 2.889 2.868 1.750 _2.316 0.276_ 0.345_ j --3" -- 3.516 3.492 1.875 2.892 0.300 0.375 Product Ratings and Capabilities Pressure Rating&Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and BI Approved for a rated pressure of 175 psi(1210 kPa)for sprinkler service up to 150°F(65°C). Friction Loss Central BlazeMaster CPVC pipe has a Hazen-Williams(,Value of 150.Pipe friction loss calculations shall be made according to 1QFPA Standards. :1e following table s:'ovrs the allov.'ance of friction foss for iiit:ngs,expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size(In.) %" 1" 1%" 1w" 2" 2W' 3" Tee Branch 3 5 6 8 10 12 15 Elbow 90' 4 5 6 7 9 12 13 Elbow 45' 1 1 2 2 2 3 4 Coupling 1 1 1 1 1 2 2 Tee Run 1 1 1 1 1 2 2 'The above stated friction Joss values ate for Central BlazeMaster fittings only. 1Vher using other Listed BlazeMasler CPVC 90`e:bc-,vs with Central Sprinkler BlazeMaster products, please consult the filling manufacture:•s installation and design manuals. . Thermal Expansion BlazeMaster plastics,like all piping materials,expand and contract with changes in temperature.The coefficient of linear expansions is: 0.0000340 inch/mch U. A 25'F change in temperature will cause an expansion of%inch for a 50 foot straight length.For most operating and installation conditions,expansion and Table C•Thermal Expansion contraction can be accommodated at changes in direc- Temp Length of Run(IL) tion of the pipe run.For additional information on change 5 a 10 15 20 25 30 35 40. 45 50 70 90. 120 .160 7nermal Expansion please see Table C below. !rF Thermal Expansion,AL(in.) 20 .04 .08 .12 .16 .20 .24 .29 .33 .37 .41 .57 .73 .98 1.31 30 .06 .12 .1 B .24 .31 .37 .43 .49 .55 .61 .86 1.10 1.47 1.96 Where AL= 12e1(�T) 40 .08 .16 .24 .33 .41 .49 .57 .65 .73 .82 1.14 1,47 1.96 2.61 e=3.4 x 10'in/in/°F(Coefficient of Linear SD .10 .20 .31 .41 .51 .61 .71 .82 .92 1.02 1.43 1.84 -2.45 3.26 Expansion) CO .12 .24 .37 .49 .61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 L=Length of Run in Feet 70 .14 .29 .43 .57 .71 .86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 AT=Temperature Change in°F 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 2.28 2.94 3.92 5.22 An example of Thermal Expansion is shown 90 .18 .37 .55 .73 .92 1.10 1.29 1.47 1.65 1.84 2.57 3.30 4.41 5.88 below: 100 .20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 Example:How much will a 40 foot run of%"of BlazeMaster CPVC pipe increase in length(or expand)if the expected ambient temperature ranges from 35T to 85'F7 Changes in length due to fittings are insignificant relative to the pipe. ALL= 12el(AT) AL= 12(.000034)r.40 x 50 ALL=.82 in.or'2i�° Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion(see Table Q.When designing Central BlazeMaster sprinkler systems,expansion of long runs must be considered if temperature variations will be encountered(ie;summer to winter extremes). Methods of compensating for thermal expansion are;expansion loops,offsets and change of direction of the pipe run.(See Figure G for exam- Ales of control methods.) The expansion loops and offset tables are shown below,'.If the change in temperature and the maximum working temperature are lower than those used to derive the tables,the numbers will be conser- vative in nature.For example,for a temperature change Table D•Loop Length(30°F to I00'F)AT=70°F from 60`F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables D and E. Rom. Avg. Length of flan(u.) Pipe D. _1020 _30 40 50 60 70 80 90 100 120 140 160 For conditions which are not covered in the Loop Length size O.D.D' _ Y Length of Loop(in.) Tables,use the formulas and e exam ls found in Table H. examples I:' 1.050 11 15 18 21_24 26 28 30 32 33 _37 39 42_ ' Note: Table based.on 1.315 12_17 20 24 26 29 31 33_35 37 41-- 44 47 1 n Stress and Modulus of Elasticity �r 1.660 13 19 23 26 30 32 35 37 40 4246 50 53^ at100'F. 14 1.900 14 20 25 28 32 35 38 40 43 45 49 53 57 Refer to Table H on page 4. 2' 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 AT=70'F 2Y' 2.675_ 18 25 30 35 39 43 46 49 52 55 60 65 70_ S= 1560 psi 3' 3.500 19 27 33 3B 43 47 51 54 58 61 61 72 77 E=3.85 10•psi - -- - x. Table E•Loop Length(60°F to 120°F)AT=60°F .4 u , Q Nom. Length of Run(It.) Note:Table based on Stress and Modulus of Elasticity at Pipe Avg.O.D. 10 20 30 40 50 60 70 80 90 100 120 140 160 120T _�. Size Length of Loop(in.) Refer to Table H. y. R' 1.050 10 15 18 21 23 25 .27 29 31 33 36 39 41� AT= 60°F 1' 1.315 it 18 20 23 . 26 28 31 33 35 37 40 43 46 1Y' 1.660 S= 1275 psi 13 18 22 26 29 32 34 3] 39 41 45 49 52 p E= 3.55 x 10°psi 1W 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 2W 2.875 17 24 30 . 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42. 46 50 54 57 60 66 71 76 Table F•Loop Length(70°F to 130°F)6T=80°F Nom. Length of Run(N.) Pipe Note: Table based on Stress and Modulus of Elasticity a Size Avg. 10 20 30 40 50 60 70 80 90 106 120 140 160 150'P O.D. Length of Loop(In.) Refer to Table H. W 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 AT= 80°F 1Y4' 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 S= 875 psi 1 Y' 1.900 18 26 31 36 40 44 48 51 54 57 .63 68 72 E= 3.08 x 10'psi 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 214' 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 Loop Offset Change or Direction Hangers should only be placed in the loop,offset or 7 0,,Plire ., change of direction as indicated.Piping supports should restrict lateral movement and shall direct an'movement into the expansion loop. D.e Hangar or Guide The Expansion Loop Formula has the following com MIN ;^-��!-� MIN Restraint ponenl5 as shown below: P=Length of Expansion Loop in Inches E=Modulus of Elasticity at 100°F(Table H below) Figure G•Expansion Loop and Offset Configurations D=Average O.D.of Pipe AL=Change in Length of Pipe Due to Change in Temperature S= Worl:ing Stress at 100°F(Table H below) Table H•Modulus of Elasticity&Stress vs Temperature. Temperature 7 73' 80' 90' 100' 110' 120' 140' 150' The Modulus of Elasticity&Stress vs Temperature table Modulus of will need to be used to find"E"in the Expansion Loop Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 Formula.An example is presented to demonstrate the c( "E"x 101(psi) culation of expansion given a defined thermal change Working and to calculate the length of the expansion loop or Off SE Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 in inches. ..S.,(psi) Example How much expansion can be expected in a 240 foot run of 2"Central Blazeldlasier CPVC pipe installed in 40°F given a maximum temperature change to 100°F? Additionally,hour long should the expansion loop be to compensate for this expansion? First,find the temperature change expressed as AT.. aT=100'F-40°F AT=60°F Now use Table C to calculate the change in length expressed as,1L.Since the run is 240 feet and the table is inclusive to only 160 feet,two cal. culatfons will need to be made. . Length of run=160 feet with AT=60'F From Table C,AL=3.92 in At Q Support and Hanger Recommendations* t � `w;mr ,; �: :;.: Some hangers designed for metal pipe are suitable for CPT'pipe. The hanger shall not j1R� t , _�'� s have rough or sharp edges which can come in contact with the pipe.De not use under Tot.cO u �. ; _ , � �- , sized hangers.Hangers with sufficient sizing shall be selected based on pipe size(ie;1/" hangers for If."pipe).Pipe hangers must comply with the appropriate Standard,14FPA 13, 13D,or 13R,whichever applies. Some local codes may not allow plastic to metal contact.In this case,plastic sleeves or vir ical to e should be used to isolate the materials.Strapping pipe overly tight to a sr electelectr p r.r';r r F CSC CP"C tural member can cause damage to the pipe when pressurized. Please ensure the pipe is w 4 I d. .s.. ,r.,� i 4.^�•'`' , S•.4','w�J`I. ' '�....Aalt,... held snug by the hanger,but is not pinched or crushed in any way.. PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR Mode]No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. i. 4 Pipe Bracing with Standard Band Hanger* Tolco,Inc,and Afcon make three hanger/restraining devices that are available for.use w Central BlazeMaster. AR ;l,w: The Tolco Model No.22,shown left,or Afcon Model 513 can function as a hanger and as( ° >` restraining device.As a restraining device,invert the hanaer so that the fastener is dowr F ,,• nw�c�:,"4 ''�,;. ward.Installation in this manner will prevent upward mm�ement of the sprinkler head dr ing activation. The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and TbLCU' ti1ty �' �, •:, a restraining strap. . a • mtn zw s u'w�^4 Both products incorporate features which protect the pipe and ease installation. The hey. Model No.23(shown) head self-threading screw(furnished with the product)is easily installed using a recharc able electric drill and a'/'"socket attachment.No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appy. cation.The Tolco Models 22 and 23,and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria.For more information aboi Tolco or Afcon products,consult the.Central Sprinkler Company. Hanger/Support Spacing ' Table L•Support Spacing"L"(ft.)CPVC SDR 13.5 Because Central BlazeMaster pipe is more rigid than other Tem E Nominal Pipe Size types of plastic systems,the support spacing shown in Table Temp" �/" 1" 1 Y" 1;4" .2" ' 3" shall be adhered to when installing the system. 73' 5% 6 6% 7 8 9 10 For exposed installations,Listed support devices shall be used which mount the BlazeMaster piping directly to the ceiling or side wall. Vertical Restraint When a sprinkler head activates,q significant reactive force is exerted on t: pipe,especially at system pressures greater than 100 psi.The reactive force will cause the pipe to lift vertically if it is not properly secured,especially if Y sprinkler drop is from a small diameter pipe, TR6I When a sprinkler drop is from a r,'",1"or 1 i,"pipe,the closest hanger shoulc brace theP9 e iP against vertical lift-up.A number of techniques can be usec brace the pipe such a hanger s a standard band han positioning the threaded s P 9 port rod to A inch above the pipe or using a split ring or a wrap-around ha er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. advisable to use lift restraint devices such as the Tolco Model numbe which prevents the threaded rod from coming in contact with The CP Model No.25(shown) pipe as shown to the left. Table M•Support Spacing Distance with an In Line Sprinkler Read Drop Tee Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) Branch lines shall be braced at a distance from a tee or Y inch 4' 3' elbow to prevent lift of sprinllers as shown in Tables Nt and N. 1 inch 5' 4' 1%inch 6' S' 1!inch 7' 7' >1f inch 7' 7' 'Local codes have final authority on which types of hanger can be used. Table N•Support Spacing to an aEnd Line.Sprinkler Head Drop Elbow %— ri ,r Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) 3,inch 9° g' 1 inch 110, 9• 1/inch 1'4• 1' 1%inch 2- >1%inch '>1%inch 2' 1 Maximum Table M A B (Reference Table M)' (Ref.Table N)' When piping is suspended from a deck,hangers are Any distance equired to suspend the pipe as well as for vertical lift between supports . :estraint.One support can serve as both. Drop locations MM7 1 .1 11 stween supports are acceptable in any location as long as support spacing is in compliance with Table M.Examples of here this type of hanging is used include:concrete decks ' tth rod and ring hangers,_"pan decks"on 1 beams with C- _.amps,or concrete anchors,and under wood joists with Support Support s-aps or rod hangers.See Figure 0. Finished Calling Line Fig,0 a Drop Ceiling Installation, . Maximum Table M q B (Reference Table M)' (Rei.Table N ~ Bar Joist Bar Joist )' Any distance between supports �l U-Bolt Finished Calling Line Finished Ceiling Line ,may i Figure P,Side view, Fig,Q•Sprinkler Drop Pipe Adjacent to Truss (Ref.Table M) No upward restraint or hanger is required between sprinklers. (Ref.Table N) When the piping is supported by wood joists or / \� trusses,the structure provides t - hesupport,especially ^,hen the joists are close together.The only requirement v zth this type of construction is to provide vertical restraint and hangers are not required.When supporting :r C?UC piping below the deck,and when the supporting members are spaced far apart,it is important to brace for 2--0- upward restraint per Tables M and N.Drop location (ani—Samar) Finished Ceiling Line 1�stween supports are acceptable in any location as long as support spacing is in compliance with Tables N and N. Wood Frame Construction in manufactured homes,additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification i rp -7✓0 pipe or fitting musl be supported near sprir&jer head as shown in Tables 14 cn$K. i'.V• ALocation j Na .�? Date f d HORTM TOWN OF NORTH ANDOVER O.t �ao ,•,tiC 3? 0 MA ' Certificate of Occupancy $ 'ss�cNust Building/Frame Permit Fee $ s j— Foundation Permit Fee $ ', Other Permit Fee $ TOTAL $ .3 '96 C) Check # —2 qy y � 6 " Building Inspector APR-08-2005 02 : 16 PM MARCHIONDA&ASSOCIATES 781 438 9654 P. 02 PEACHTREE LANE R—270-0' N89'16'16"W L,45.60' 7.52�; 30,Op� 1 TOP FOUNDATION 00 ELEVq TION=271.S5 In 14 r ' LOT 12 1 v� 0.36 .. 1 z � r 4.994Sv DRAIA>',q C .F M• LI LITY"' s`Q- EAS EMENT o\�' ss. Pv N89.56'20"W WE HEREBY CERTIFY THAT WE HAVE EXAMINED �$ INTENDED FOR ZONING THE PREMISES AND THAT THE 9UILDING IS LOCATED THIS PLAN PURPOSES IS WAS PREPARED AS SHOWN, THE STRUCTURE SHOWN CONFORMS ONLY. ITTO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TQ THE F.E.M.A.M.U_D, FLOOD INSURANCE RATE MAP. BY AN INSTRUMENT SURVEY, THIS PLAN COMMUNITY PANEL NO, 230098 0006 C SiiUULD NOT BE USED FOR PROPERTY IN DATED ESTABLISHED 700E STR CTURELOOD IS NOT D LOCATED LINE DETERMINATION. CERTIFIED FOUNDATION PLAN LOT 12 PEACHTREE FARMS MARCHIONDA & ASSOC.1L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PEACHTREE DEVELOPMENT,LLC STONEHAM, MA. 02180 P.O. pox 3039 781) 438-6121 ANDOVER, MASSACHUSETTS 01810 SCALE:1"=30' DATE; 04/08/05 ` Date. NORTH TOWN OF NORTH ANDOVER 4.p - ` I I PERMIT FOR PLUMBING 40 ,SSACHUS� This certifies that tl�' ;r. . . . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . . . . . . . . . . . . . . . plumbing in the buildings of . . . Oe"l�.c at . �� ?� . . . . �s� . . . . . . . , North Andover, Mass. Fee.��. . .Lic. No../0X` . . . . . . -1-L ... . . . . . . PLUMBING IN PECTOR Check # GG 2 r 6484 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING r (Print or Type) W I � , Mass. Date City,Town 0 Permit# � wh _ � f� BuildingOwner's ..-, n Owner s AT: Locatio L e 'Fri L."l- Name 9c4�Ltsez- Type of Occupancy: 9 New Renovation ❑ Replacement ❑ FIXTURES Plans Submitted Yes ❑ No ❑ z Z N Vj Z be 0 O Z f ! N W Y .J N Cl Q W za CC W W O _Z N O. O W W W x ¢ N N 0 Z z 0 of x x W M Z = a —0. a 3 x t) LO 4 C7 Q — y Z Z m 1` W W a O — � —� C Q Vf 0; OC O LL W Z F. }. W be O G 3 W N cc J Z p � p LL cc 6 Z Z Y A. 0 ~ i z <cc W W x W d 1— > F� O y W 0 vJ F' Z O O 0 — W t' O V S 3 Y j m x a a o Q - ,, a gr cc W Q o Q r �n c c .t 3 x } 40 U. n o .4 3 m O SUB—BSM T. BASEMENT 1 IST FLOOR 1.. 113 i k 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR 7TH FLOOR STH FLOOR VUNJHHH (Print or Type) Check One: / Certificate Installing Company Name /�d. 1 ` I [Corp. ! 7 e Address —_ ✓C2 171? f I'1 D( ❑ Partnership (ski�`-tLy t LL 04 4 el E3 ❑ Firm/Company Business Telephone 67,7-T / V% Name of Licensed Plumber or Gasfitter 6 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 Gas Code and Chapter 142 of the General Laws. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. signature of Owner/Agent I have a current liability insurance policy to include completed operations coverage. By Title ignature of Licensed Plumber City/Town 02 Type of Plumbing License APPROVED (OFFICE USE ONLY) License Number Master ❑ Journeyman FORM 1240 HaW Nnocc o Ulncoce T" BELOW FOR OFFICE USE ONLY FINAL INSPECTIONS §KETCHES PROGRESS INSPECTIONS FEE NO. APPLICATION FOR PERMIT TO DO PLUMBING NAME A TYPE OF BUILDING LOCATION OF BUILDING PLUMBER PERMIT GRANTED DATE _ PLUMBING INSPECTOR ...�..-_• .- .-. �:...:...,.-..� ..:. ,�;....e...F.P-ca..rre.%�''.,r-a-'s...._:�r,._..s-a..;,.,.,•„✓-:..�*..-.p -....--:;'.r-r. `� y �Location J i No. 7Z/ Date 4-- � V I NORTH TOWN OF NORTH ANDOVER t, C •. s F 9 41 + " Certificate of Occupancy $ in • Building/Frame Permit Fee $ o. "-V * �CNUS G i Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check #c::;f Fy X83-24 _ Building InspOor TOWN OF NORTA ANDOVER . WELDING DING DEP ASR TMIENT APPLICATION TO CONMWr RUAM OR.DBMOIM A ONE ORTWO F.AhMT DWELLM WELDING PERMIT NUMBER: DATE ISSUED: M M SIGNATURE: Ala of BuMno Date SECTION 1-SITE:INFORMATION I z 1.1 Property Addmw: 1.1 Asaesm Map and Paroel Nnmber: O 112 R�ach��Q�. .(L.o� l� 9M !a Map Numbs Paroel Numbs klor An6oue r' . A 019,49 13 Zomag lnfommdim: 1.4 Propety Dimensi°oa: 06 Zorrin District use rpt Wren •Pr+oata s 1.6 BUIIAING SETBACKS ft Front Yard Side Yard Rear Yard EMJ Provide Provided Provided Kb -ao- 3 ' -7gb 0-xo :)o' peb o-ao' I s I' L7 WuarSmp*UGJLC. 54) IA Fbod Zeno 1sdo I 3 -W DiW—I Sysoem 1 11 zone om w Flom zwo on sl"Dbpaa syn n 0 SECTION 2-PROPERTY OWNU SIOIAUTHORIZED AGENT M. 2.1 Owner of Rocord L La31 Sg tknS : Nand_ #74 d 62L Name(Print) Address for Sarvice: Si 'i c Q, 22 Owner of Reoord: 10 Name Print Address for Sw&a: Si re Tel hone SECTION 3-COMMUCTION SERVICES 3.1 Liomscd Construction Supervisor: Not Applic" 0 Mlchael 9202=10 Licensed Consbixf a Supervisor. CS Limse Number Address q- �- Door — d Expiratiw Date Sign Telephone r r i 3.2 Registered Homo Improvcnmt Contractor Not Applicable 0 D Company Name R.eostrs4on Number Address r Expo z Si re Telephow G) _4. .r SEC'T'ION 4-W ORNM COMPENSATION(M.QL C 152 25c(6) Wor3=Compa u$w lmrance affidavit must be compt*d and submittMd with this application. Failum to pmvide this affidavit will malt in the dial of t6c issimcu�c of the bui -- __ _ affids*A.itubcd.Yea. :.A SEOTIONS D6cdpdmof Work dcckatl New Cmtstruction'1A E)lsdq Building ❑ Repair(s) 0 Altemlioos(s) ❑ Addition '0 Accewsory Bldg. ❑ Demolition ❑ Other 0 Specify Brief Description of Proposed Woric RnL,Le6 \o(m .m4 - rytw S)noCJU. 'P71m,lk,re )1b.ACJL Unkr- C01�S�ryG�1 t7r� SECTION 6-ESTIMATED CONSTRUCTION.COSTS .. Item Estimated Cost(Dollar)to be Completed by wbli=t I. Building n ® ® (a) BuddragPertnifFee 612 of Mu.I er 2 Electrical (b) Estimated Total Cost of -Comm uctioa 3 Plumb' Buil&gPermitfee(.)z.(b) 4 Moqbma cal AC a' 0 C - 6 Total11+2+3+4+5.)' ChecicNumber SEMON 7s.OWNER AUTHORIZATION TO BB COMPLETRD WHEN OWN$JtS AGENT OR CONTRACTOR APPLES FOR BUHDING P IMIIT L as Owner/Authorized Agent of subject property Herebyauthmize to act on j My behalf,in all matters relative to worts authorized by this building permit application. S' lure of Owner Date SECTION 7b OWNFPJAUTHORMD AGENT DECLARATION ! 1, f1Ar1 CArcv. ,as OwnerlAuthorized Agent of subject Prop' Hereby declare that the statements and information on the foregoing application are true and accarar+e,to the best of my knowledge and belief Rr�c ) Mar QrC LA PritN. fin_ 3 _Q Si tore of Owner/Agent Date NO:O�sTORI�s .. BASBU NT OR SLAB SIZE OF FLOOR.TIMBERS l 2 3RD SPAN j DIMENSIONS OF-SILLS DIMENSIONS OF POSTS DIM 4SIONS OF MDERS QGAT-OF:FOUNDATION 'TIUCKNES,S SIZE OF FOOTING X MATERIAL Of CKNMEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE .r FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements . APPLICANT FILLS OUT THIS SECTIO APPLICANT PHONE - LOCATION: Assessors Map Number PARCEL SUBDMSION P�Chilrel� FrArr►m LOT(S)�_ STREET ST. NUMBER 15 J OFFICIAL USE ONL RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS ------------- TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED -------------- COMMENTS P �I UBLIC WORKS-SEWERIWATER CONNECTIONS DRIVEW Y ZEIT FIRE DEPARTMENT w 3 6 RECEIVED BY BUILDING INSPECTOR DATE_______ Rwlpd Wtm • O -------q all oli Ll r North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: L o+ dacha,-et- o (Location of Facility) ` I Pr �- Signatur of Permit Applicand Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector = a The Commonwealth of Massachusetts r m , d Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Lof � 5� Workers'Compensation Insurance Affidavit Name Please P rent Name: Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 54 1 am an employer providing workers' 'ccompensation for my employees working on this job. Company name: Pa K f 1 w-e'e 1 y Q �U eaV Vqf( L Address a-?S ( �-I HOO City: Phone#. 1 -79 Insurance.Co. 1 ra ve Policy# Company name: &WlhoC3)ri R e- l lu e f/dnaj" eAl— LAT.. Address oc`�� J� �►� L`I�TK T� City: Phone Insurance Co. /�h2r -j /"l a Policy# W—0,J —31(Y-3 3j 7 Faiture to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one years'imprisonment_as wellas civ.ii,penatties-indhelff-rn.ofa_STOP WORK ORDER_and a.fine_of.(.$1.DO.DA.)_atiayagainst.me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of Pell that the information provided above is true and c+# ,11 Signatures Date Print name--- ,�M��\ C �� - Py-0-r)�0 n Phon Official use only do not write in this area to be completed by city or town official City or Town Permit/Licensing El Building Dept ❑Check if immediate response is required 0 IJCe nsins Board ❑ Selectman's Once Contact person: Phone#: I] Health Department ❑ Other s ✓11W � edlt! o�✓�aaacu/Z.�ee BOARD OF BUILDING REGULATIONS': License: CONSTRUCTION SUPERVISOR Numbed; CS 088997 Y. Birt,hdat 09109/1969 r Expires 09109/2007 Tr. no: 88997 . MIC1�hAEL V MAtJNOLA 7 SENEGA ST METHUEN, IVIA 01844 Commissioner Date. .��".�.".`.�� .. .. .. NORTH of '` TOWN OF NORTH ANDOVER " PERMIT FOR GAS INSTALLATION 9SSAG MUSEt t This certifies that . .e9o. . . .�. (: . . . . . . . . . . . has permission for gas installation A . . . . . . . . . in the buildings of . . . ?<°.clf- -. . . . . . . . . . . . . . . . . . . . . . . . . . . at . . . North Andover, Mass. Fee. Lic. No., . . . . . . . GAS INSPECTOR Check# 5141 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) Mass. Date_ ' --0,7 City, Town 1� Permit # Building owner ' AT: Location r^atxp"L", Name ��� ,� CCC Type of Occupancy: NewF enovation ❑ Replacement Plans Submit d Yes [] No [] N a W N Z (L' Vj N W U to W N W O W z J N U1 Q m W ~ Q cc [t O O ~ W Vl F' d O O Z H 0 N z U W Z Z < N O a > W W W N J Z d Y !Z W cc W !� W !✓ S a I- 2 .� ! Z I. W W O O > W Ircc U J I— W d W > W j Z Q LC Q Q O O W O W ►— " ¢ x 0 c7 Y W O 3 G cy J 0 tr > a a t- O SUB.—BSMT. BASEMENT I 1ST FLOOR r 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR 7TH FLOOR 8TH FLOOR (Print or Type) Check One: Certificate ri E91/ corp. Company N�}me �� hvi �). E9 Corp. Address _ ❑ Partnership A Firm/Company Business Telephone 3111 -1 Name of Licensed Plumber or Cxasfitter 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 Gas Code and'Chapter 142 of the General Laws. I have informed the owner or his agent that 1 do not have liability insurance including completed operations coverage. Signamrc of Owncr;Agcm I have a current liability insurance policy to include completed operations coverage. ❑ By `PE LICENSE: Title Plumber - ignature of Licensed Plumber or Gasfitter City;Town ElG�.sfitter �� � APPROVED (OFFICE USE ONLY) Master / El Journeyman License Number Foam 1243 AN SULKIN CO. 1989 BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTION FEE NO. APPLICATION FOR PERMIT TO DO GASFITTING NAME & TYPE OF BUILDING LOCATION OF BUILDING i - PLUMBER OR GASFITTER LIC. NO. PERMIT GRANTED DATE GASINSPECTOR NORTH Town of Andover C 40 I No. el2 a 'ms s LA dover, Mass., COC NIC ME WICK �d ADRATED S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT............. .d0b.AAt*..W.......... .ev�........ .. .. ............................................. Foundation has permission to erect.....64'c�4........... buildings on r 0 r .. ..... .... ...... ...................... ...........�....��...... .. ......... Rough t0 be occupied 88 �« r 00 6 w ft/,'� �N !� /�/ Chimney ....... ....................................................................................... ........................ ..... ......... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-laws relating t the Inspection, Alteration and Construction of Buildings In the Town of North Andover. f s -4 7 to` PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI N SS Rough ..46 . .. ..4" ..................................................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Net Remove Final j No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. r SEE REVERSE SIDE Smoke Det. GENERAL BUILDING NOTES/CHECKLIST-NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY 0K)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist Penetrations for plumbing, heat, elec,etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip-Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girts-solid brick or steel plate bearing at foundations 'h"air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances-stairways, under beams Attic Access. (min. 22x30 w/3'headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. %of required glazing shall be openable. Bedrooms required min.20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firec ode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber-Finish Smooth parging, dean joints,8"solid @ combust. Surf. DECKS: Separate permit required: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 5"on center. Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure. MOOS ' F ! CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 522 (3/4/2005 Date: 12/28/2005 THIS CERTIFIES THAT THE BUILDING LOCATED ON 115 Peachtree Lane MAY BE OCCUPIES Single Family DWellma 8 rooms,:3.5 bath 2 Stall garage IN ACCQRDANC. WITH THE PROVISIOAS &THE -fASSACHUSETTS STATE BUILDING COfDE AND SUCH OTHER REGULATIONS�AS MAY APPLY. r r Certificate I suedto: Peach ' Development 23`1 Sutton:Steet North Andover Ma 01845 Building;r pr' �: c. No. ��� - r= ® — � y � over, Mass..,- 0 _ C0CHICHE WICK 0 RATED BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System � �C A._�p Y� 4.kt BUILDING INSPECTOR THIS CERTIFIES THAT......... ........ . .......... ............... Foundation has permission to ere g4 �� Atr4 C ��steg �,buildin son .. ..0....... ......... .... . 1/t��11 ..... Rough »� 3 ,$ g A S�+a 1 � � StNqpci4c�aiion .............. ��il Chmne�to be occupied as. ....................1........................... .. .....A................................. .................... ............... ....rovided that the erson acce tm this ermit shall in eve res ect conform to the terms of thea on file inP P P • g P ry P PFinal this office,office, and to the provisions of the Codes and By-Laws rel ting to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. Clio A i PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPE R UNLESS CONSTRUCTI N JARs a�� 7- 12. .............................. .... ... ...... ....................... : Service B LD.ING INSPECTOR ina Occupancy Permit Required t® Occupy Building GAS INSPECTPR Display in a Conspicuous Place on the Premises — Do Not Remove F 14 No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burnet Street No. Smoke Det. SEE REVERSE SIDE ��� ' c Z-a -d S`� j Town of North Andover �� FORTH � D Building Department , 27 Charles Street 0 ; North Andover,Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 '� c oc Hoc H,,.w w BRAT@D A95 Ak Ac H0,551, APPLICATION FOR CERTWICATE OF OCCUPANCY /INSPECTION ADDRESS (hackh'cc Fan f. LOT NUMBER__G a SUBDIVISIONACf)4-a DATE REQUEST FILED. a-o(j -C) DATE READY FOR INSPECTION - TEN (10)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME..A RE-INSPECTION FEE OF TWENTY-FIVE ($25.)DOLLARS WILL BE CHARGED IFSTRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE V�U 08 r O ICIA.L USE ONLY ROUTING C D_P.W. —WATER METER ,fi5b jQ DATE 1 �S S D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. SIGNATURE/DPW AUTHORIZATION I w. Peachtree rA M December 21, 2005 j' Mr. Gerald A.Brown, Inspector of Buildings Building Department Town of North Andover 400 Osgood Street North Andover, MA 01845 Dear Mr. Brown: We are requesting a Certificate of Occupancy inspection for 115 Peachtree Lane(Lot 12) at Peachtree Farm on Tuesday, December 27, 2005. Please let me know if you have any questions or if you would like to schedule a time to walkthrough the house. Thank you for your attention to this matter. Sincerely, L — :Brian Darcy Project Manager Peachtree Development, LLC I I Peachtree Development, LLC P.O.Box 907• North Andover,MA 01845 • 978.327.6540 Fax/978.327.6544 • www.Peachtreefarm.net