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Miscellaneous - 26 LAVENDER CIRCLE 4/30/2018
I Location No. yq Date ,.ORTq TOWN OF NORTH ANDOVER • OL .. 9 Certificate of Occupancy $ 55 _ S Nu 14U t 9tom Buildin /Frame Permit Fee $ s Foundation Permit Fee $ X50. Other Permit Fee $ TOTAL $��� Check #1 I �1 6 1 2 2 i r 17684 i Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOMLISH A ONE OR TWO FAMILY DWELLING BUILDING PERNUT ER: 4,1+ DATE ISSUED: , 6L�-TULC J9, 29w=-3) SIGNATURE: Building Commissionerfl ctor of Buildings Date SECTION i- SITE INFORMATION 1.1 Property Address: tL-a1.2 Assessors Map and Parcel Number: ,# a3 (C�a� aka fid "��in�t�vel1 S��"ui5ion � Sheia� �1m� yt trA-�l_i{ c VCQ(JiIIYR6� Oar)" Qz l�corde4 Qi Y�& 1nau;l t n ce_ __ A Iry Wmrmn��y- Map NumbeParcel Number <�\- IZQ6. ZnSfin,rz-anfi 4 1450 2. 1.3 Zoning Information: 1.4 PrYpertyDimensions: K-3 Sirnu E �I n 19.SSs s,T+ ral.ys' Zoning District ProposbdkJse 1 Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide R 'red Provided Re uired Provided PR b) aQI - 5'. tRD)Q0' - o' 11,5- as' PSD m 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public Private ❑ Zone Outside Flood Zone Municipal On Site Disposal System ❑ SECT ON 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record KQhne�k, N mA a1yl-l5 Name (Print) Address +,Service: s4for Ql21 nl)(Oo�7 ' Signature Telephone L12 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Gecpu gnrj)—"Yzccu Licensed Consiructi6n Supervisor: Q C ()3OLOS PC. 72�cx 909 Nl utc," mA D-0-15- License Number Ad s 3 ' X09 ? Expiration Date Si nature -feleplione 3.2 Registered Home Improvement Contractor Not Applicable ❑ I Company Name Number iRegistration Address Expiration Date Signature Telephone r�� SECTION 4 - WORKERS COMPENSATION (M.G.L C 152 & 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes ....... No ....... 0 SECTION 5 Descri tion of Proposed Work check all applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: w 1 on Q U ©tl Q1` 1 1 JAh 1 SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to be Completed by permit a licant # t 3FF'l[CA)(. ISE OIILY 1. Building, FO �1 t -- fa 000 (a) Building Permit Fee Multiplier 2 Electrical(b) $ tGQQ Estimated Total Cost of Construction 3 Plumbing coo Building Permit fee (a) x (b) 119 � � &_ Vr � �'0�-�� . ob 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5) Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR RACTO(iR� APPLIES FOR BUILDING PERMIT �c 1, P Qftot1 LL 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 SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, CCU as Owner/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 ka, LA n Y, P amOHI,,, 1111 hi S 6urvvvl . e Agent NO. OF STORIES �, Date I SIZE :? BASEMENT OR SLAB SQ SIZE OF FLOOR TIlv1BERS 1 )t/ f y 211D r2X110@J6"0C.3 X/ f " (J SPAN ILA, MO 11 n oc DIMENSIONS OF SILLS - X j DIMENSIONS OF POSTS`/ " ft)p f DfMENSIONS OF GIRDERS iN i9'/fi9nf LVL f 1E1GHT OF FOUNDATION u " THICKNESS SIZE OF FOOTING MATERIAL OF CHIMNEY " XQn IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE t t AFFIDAVIT I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1. i represent Kenneth W. Rea, owner of a certain parcel of land located on Rea Street, North Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/plan number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of the above stated instrument/plan. 3. Authorization is hereby given that Gerry -Lynn Darcy, and/or Peach 'free Development LLC be allowed to act as the agent for Kenneth W. Flea regarding any and all matters relative to a certain Building permit(s) issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this 14 day*62003. $ TT L. MA SE z•d OTbB-ZES-BGS SRau.ao�-Zd djo:eo c0 91 unr 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC 231 SUTTON ST SUITE 2E -F NORTH ANDOVER, M.A. 01845 The Waiver of Our Right to Recover from Others Endorsement is available on Pool policies. Contact your agent for details. COMBO I.D. 000139954 COVERAGE GROUP 0139954 STATUS OF EMPLOYER Limited Liability Coit Coverage under this assignment applies to Massachusetts operations only. For coverage outside of Massachusetts, contact the appropriate Pool or Plan for that state. The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street • Boston, MA 02110 (617)439-9030 • FAX (817)439-6056 • www.wcribma.org INSURANCE COMPANY: AGENT WILLOWS INS AGCY INC OR 522 CHiCKERING RD TRAVELERS INDEMNITY CO PRODUCER! N ANDOVER, MA 01845 MS JACKIE DENNIS P 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN. 223 8 5 66 64 CLASSIFICATION OF OPERATION CLASS ESTIMATED RATE - ESTIMATED CODE TOTAL ANNUAL PREMIUM -------------------------------------- ----- REMUNERATION ---------------------------------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 APENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 tMPLOYERS 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 $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 DATE OF NOTICE: 05 /24 /03 PREPARED BY: Joanne Shea EXT 530 SERVICING CARRIER ASSIGNMENT * * LETTERID: 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street • Boston, MA 02110 (617)439-9030 • FAX (817)439-6056 • www.wcribma.org FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits fro rn Boards and Departments having jurisdiction have been obtained. This does not' elieve the applicant and/or landowner from. compliance with any applicable. or requirements. APPLICANT FILLS OUT THIS SECTION APPLICANT I aLhtre-a iwu lam,,. m n f LLC_ (_ PHONE 9r]$ 3a � cosyo e p iQf) as recorMj LOCATION: Assessor's Map Number_Q Lc}wrenc PARCEL__ SUBDIVISION PCh%heX Farm JJ LOT (S)_ STREET_ LII-e�er- �I ('Cl Q ST. NUMBER *"***.OFFICIAL USE ONLY ENTS: ATION ADNMISTRATOR DATE APPROVED DATE REJECTED COMMENTS 2V2 —11,f 0 TOWN PLANNER COMME DATE APPROVED DATE REJECTED FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED. DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS ,Y PERMIT FIRE DEPARTMENT A�' a /C%� _? RECEIVED BY BUILDING INSPECT/6R DATE Revised 9197 jm .ort ft a3 — �e3&ucK - Form T - Form s FROM REScheck Compliance Certificate Massachusetts Energy Code REScheckSoltware Version 3.5 Release ld Data filename: K:\Laudani\Pcachtrcc\HouscD\housed.rek PROJECT TITLE: House 'D" CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 01/21/04 DATE OF PLANS: 4-10-03 PROTECT DESCRTPTION: Peachtree Farm DESIGNER/CONTRACTOR: Peachtree Development LLc. COMPLIANCE: Passes Maximum UA. — 549 Your Home UA _ 548 0.2% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Skylight 1: Wood Framc:Double Pane with Low -E Wall l: Wood Frame. 16" ox. Window 1: Wood Frame:Double Pane with Low -L" Door 1: Solid Door 2: Glass Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Furnace 1: Forced Hot Air, 80 Al; UE (WED)JAN 21 2004 6:23/ST. 6:18/No.6802897118 P 4 Gross Area or Cavity Perimeter R -Value 1468 521 6 2998 323 42 62 2457 30.0 30.0 11.0 Perrnit Number Checked By/Date 0.340 21 19.0 0.0 115 COMPLTANCF. STATEML"•NT: 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 td (formerly 1%ECehec4 and to comply with the mandatory requirements listed in the REScheckInspection 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 13 10 and J4.4. Glazing Cont. or Door R -Value U -Factor ILIA 0.0 51 0.0 18 0.420 3 0.0 229 0.320 103 0.180 8 0.340 21 19.0 0.0 115 COMPLTANCF. STATEML"•NT: 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 td (formerly 1%ECehec4 and to comply with the mandatory requirements listed in the REScheckInspection 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 13 10 and J4.4. FROM (WED)JAN 21 2004 6:23/ST. 6:18/No.6802897118 P 5 Builder/Des , Date /-0/ FORINT J LOT RELEASE - The undersigned, being a majority of the Planning Board of the Town of North Andover, Essex County, 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 Pern-iit 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 follows: (Lot Number (s) and street (s)) Lots 1 — 9 and 20.— 28 inclusive, Peachtree Lane and Lavender Circle - b. (To be attested by a Registered Land Surveyor) Cay I hereby certify that lot number (s) Lots I — 9 and 20 — 28 inclusive, on Peachtree Lane and Lavender Circle do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Fann in North Andover, Massachusetts". Registered Land Surveyor C. The Town of North Andover, a municipal corporation situated 'In die County of Essex, Commonwealth of Massachusetts, acting by its duly organi zed Planning Board, holder of a Performance Bond or Surety dated 20 , and/or Covenant dated May 20, 2003 from Big Kahuna Properties, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7827, Page 143, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Book Page acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 1 — 9 and 20 — 28 inclusive EXECUTED as a sealed instrument this Z7 Majority of the Planning Board of the Town of North Andover COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. November-,l�, 2003 Then personally appeared Nhg-� rY , -erre-rtrf—the above-named members of the Planning Board of the Town of North Andover, Massachusetts, and acknowledged the foregoing instrument to be the free act and deed of said Planning board, before me, 0Y, I)iti UVIV) xf. 0atiy f:] Notary'Public y v l 2of2 ;1<0259882.11 j(, My CtolAmission Expires FORM z CCVE ANT KNOW ALL MEN BY THESE PRESENTS TH.AT WHEREAS the undersigned has submitted an'< r ;sn i application; dated November 1, 2002 to the North Andover Planning Board for approval of a Definitive :r� f!a Plan of a certain subdivision bearing the name of Peachtree Farm and shown on a plan entitled "Definitive r Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts" dated October 24, 2002, last revised May 16, 2003 (the "Plan") and showing 29 single family lots and 5 attached townhouses and has requested that the Board approve such plan without requiring a performance bond, THIS AGREEMENT WITNESSETH THAT, for the consideration that the North Andover Planning Board waive the aforesaid requirement for a bond, the undersigned covenants and agrees with the Town of North . Andover as follows: 1. The undersigned will not sell any of the lots 1-29 until. the construction of the ways and the installation of the municipal services necessary to ad.ecjuately serve such lot has been completed in the manner required III the aforesaid application, and in accordance with the covenants, conditions and agreements thereof, except for the following particular items of work, the performance of which shall be exempt from the conditions of this contract: construction of the ways and the installation of the municipal services associated with the construction of the five (5) attached townhouses on to esignated on the Plan as Lot B, which Lot B is exempt from this Covenant. 2. The undersigned agrees to record this agreement in North Essex Registry of Deeds as required by the Rules and Regulations of the North Andover Planning Board. I The undersigned agrees that this contract shall be binding upon his/her heirs, executors, and administrators, and particularly upon any grantees of the undersigned. 4. Nothing contained herein shall be deemed to prohibit a conveyance by a single deed subject to this covenant, of either the entire parcel of land shown on the subdivision plan or all lots not previously released by the Planning Board. 5. A mortgagee who acquires title to the mortgaged premises by foreclosure or otherwise and any succeeding owner of the mortgaged premises or part thereof may sell or convey any lot, subject only to that portion of this covenant which provided that no lot be sold or conveyed until ways and services have been provided to service such lot. 6. Noting herein contained shall prohibit the applicant from varying the method of securing the construction of ways and installation of municipal services from time to time or from securing by one, or in part by one and in part by another, of the methods described in M.G.L. Chapter 41, Section 81-U, as long as such security is sufficient in the opinion of the planning board to secure performance of the construction and installation. It is the intention of the undersigned, and it is hereby understood and agreed, that this contract shall constitute a covenant running with the land. Lots within the subdivision shall respectively be released from the foregoing conditions hereof upon the recording of a certificate of performance executed by a majority of said Planning Board which certificate shall enumerate the specific lots to be so released. There are no mortgages of record or otherwise on any of the land in the aforesaid subdivision except as described below and the present holders of said mortgages have assented to this contract prior to its execution by the undersigned. K0259882.1 I P,0BERT W L' M", ESC. ECKER? SEAWtANS, CHERIN, HELI -CITY, LLG 3NE INTERNATIONAL PL., ;STI; FL111;CfR IN WITNESS WHEREOF, the undersigned, applicant as aforesaid, does hereunto set his/her hand and seal this D" clay of May, 2003. Description of Mortgages (Give complete names and Registry of Deeds reference): None Big Kahuna Properties, LLC Kenneth W. Rea, Manager i Owner AcceplanCe Dy a lvlajurny ui ux x-n—urs -uaiu of North Andover COIVIlV ONWEAETH OF MASSACHUSETTS Esse, SS May' 2003 Then personally appeared the above named Kenneth W. Rea and acknowledge the foregoing to be the free act and deed of Big Kahuna Properties, LLC, before me. ,A Notary Public Nly Conunission Expires: � � -30-01j` Q. f K0259882.1) FROM RESc%eck Compliance Certificate Massachusetts Energy Code RES checkSoftware Version 3.5 Release 1d Data filename: K:1Laudani\Peachtree\!-louseD\housed.rck PROJECT TITLE: House T" CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached 11LA TING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 01/21/04 DATE OF PLANS: 4-10-03 PROJECT DESCRIPTION: Peachtree Farm DESIGNER/CONTRACTOR: Peachtree Development i.T.c. COMPLIANCE: Passes Maximum UA = 549 Your Home UA = 548 0.2% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Skylight 1: Wood Frame:Double Pane with Low -E Wall 1: Wood Frame, 16" o.e. Window 1: Wood Frame:Double Pane with Low -F, Door 1: Solid Door 2: Glass Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Furnace 1. Forced Hot Air, 80 AFUE (WED)JAN 21 2004 6:21/ST. 6:20/No.6802897119 P 4 Gross Area or Cavity Peritneter R -Value 1468 521 6 2998 323 42 62 2457 30.0 30.0 11.0 Permit Number Checked By/Date 0.340 21 19.0 0.0 115 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 REScheckVcrsion 3.5 Release 1 d (formerly M1Cchcc� and to comply with the mandatory requirements listed in the RES cheekInspection 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. Glazing Cont. or Door R -Value U -Factor UA 0.0 51 0.0 18 0.420 3 0.0 229 0.320 103 0.180 8 0.340 21 19.0 0.0 115 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 REScheckVcrsion 3.5 Release 1 d (formerly M1Cchcc� and to comply with the mandatory requirements listed in the RES cheekInspection 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. FROM (WED)JAN 21 2004 6:21/ST. 6:20/No.6802897119 P 5 j Builder/Designer Datc f 6(h�, vofi 11 a3 GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUII.DING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as requested below. h(k"vk1op94,LLC_ —CL �agrrkr ri, Permit Applicant Property address Map / Parcel 9� 3�7��5yn Applicant's Phone Number Sin&fe Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit. Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building. permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement, restoration or reconstruction of a dwelling in existence as of the effective date ofthis bylaw, provided that no additional residential unit is created. The lot(s) was / were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals, where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents, where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land. For purposes of this section "senior" shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40 % permanent reduction in density (buildable lots) below the density permitted under zoning and feasible given the environmental conditions of the tract, with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland. The land to be preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction, dedication to the Town, or other similar mechanism approved by the planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a onetime exemption from the Planned Growth Rate and Development Scheduling provisions for thepurpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit ( all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Development Schedule does not accommodate issuing a building permit in that year. One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits. Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST BUILDING PERMIT IS FURTHER IUNDERST FORM TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED 'LLO AN EXEMPTION AS CITED ABOVE. SND AT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE VE EXEMPTION WHICH DOES NOT COMPLY, WHETHER DONE TO MY KNOWLEDGE OR REFUSAL BY THE BUILDING DEPARTMENT TO ISSUE A BUILD G P R I T. Adlhv u. 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C Z V C64 � cJ Y 0. • COD a _c u `u or - v c a a w p z v -� o ,z cn w° U w o C !-cu==w� c� w C w w' r0 cn cn IS ca i•i `-` o� �mca� C ca Lu V � A •rL y 4L C a y� E ,� eyir LU s ca f•' I y = p : m 0 CL • _ r �_ A� ����RRR �C C .'c.. `aG 13"O• ts CA 19 O C: o. «, E mm � C `` H c m3 c, ® H N� �p C 0 J 'y0 •_-= H N O O E ca w m cm ®o N m ; cct = O Cif • C O a ® d=t •O V•�Z O o CA t"3 O CL p C Qo CO3•o = m : 120 C N t W Co � •N dt O S Z Vi a O y O Zi z 0 w a f 7 0 U v ) r LN 2 V CD O CD L s Z CL G3 O CO) ® C CD .CM W O V •.r M O O ca L 0 CD i y.+ 03 O � � L co a. C Z V C64 � cJ Y 0. • COD N Peachtre rA M RECEIVED SEP 17 2004 BUILDING DEPT. Peachtree Development, LLC P.O. Box 907 • North Andover, MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net SEP -16-2004 04:05 PM MARCHIONDA&ASSOCIATES N54'46'28„E 210,96' rye: 781 438 9654 P.02 V) N c>� v 37.8' w N P pUN� �'g1.2p Oho I 35.3'1 N60'06'43"E 6' N29053'1 7"W 15.0 2�1 24.68'=4 U=361 . 28 ' �� QO L=15.9.3' DRAINAGE q:""� C I ROLA EAsEMENT 410 00 L=235.62 Q� 5 . LOT 23 PEACHTREE FARMS NORTH ANDOVER, MA PREPARED FOR PEACHTREE DEVELOPMENT, LLC P.O. BOX 3039 ANDOVER, MASSACHUSETTS 01810 MARCHIONDA & ASSOC.,L.P. ENGINEERING AND PLANNING CONSULTANTS 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 (781) 438-6121 SCALE: 1 "=30' DATE: 9/15/04 WE HEREBY CERTIFY THAT WE HAVE EXAMINED THIS PLAN IS INTENDED FOR ZONING THE PREMISES AND THAT THE BUILDING IS LOCATED PURPOSES ONLY. IT WAS PREPARED AS SHOWN. THE STRUCTURE SHOWN CONFORMS FROM EXISTING PLANS AND RECORDS TO THE ZONING LAWS RELATIVE TO REOUIRED SETBACKS OF WITH THE STRUCTURES SHOWN LOCATED THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING BY AN INSTRUMENT SURVEY. THIS PLAN TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, SHOULD NOT 8E USED FOR PROPERTY COMMUNITY PANEL NO. 250098 0006 C LINE DETERMINATION, DATED 6/21993 , THtw STRUCTURE IS NOT LOCATED IN AN ESTA LISHED 100 YR,FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 23 PEACHTREE FARMS NORTH ANDOVER, MA PREPARED FOR PEACHTREE DEVELOPMENT, LLC P.O. BOX 3039 ANDOVER, MASSACHUSETTS 01810 MARCHIONDA & ASSOC.,L.P. ENGINEERING AND PLANNING CONSULTANTS 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 (781) 438-6121 SCALE: 1 "=30' DATE: 9/15/04 x• Atlantic Design Resources, Ltd. 152 Portsmouth Avenue, Stratham, New Hampshire 03885 Phone / Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For LOCATION 26 Lavender Circle Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204070 Rev. -- THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT, WHICH IS 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. RECEIVED SEP 17 2004 BUILDING DFff, r HYDRAULIC C A L C U LAT IONS C O V E R S H E E T 26 Lavender Cr. 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) 18 MINIMUM PRESSURE PER SPRINKLER (psi). 18.37 THIS SYSTEM OPERATES AT A FLOW OF 36.15 gpm AT A PRESSURE OF 69.11 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC 26 Lavender Cr. 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 18.00 18.37 0.00 18.37 22 4.20 4.00 18.15 18.68 0.00 18.68 THE SPRINKLER SYSTEM FLOW IS 36.15 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 56.15 gpm AVAILABLE PRESSURE 93.72 psi AT 56.15 gpm OPERATING PRESSURE 81.34 psi AT 56.15 gpm. PRESSURE REMAINING 12.38 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE a_ 26 Lavender Cr. 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=1T'/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 36.15 75.00 23 3.32 120 18 1.265 0.156 0.000 81.34 69.11 12.23 2 3 36.15 8.00 22354 4.32 120 18 1.025 0.435 1.733 69.11 62.02 5.36 3 4 36.15 32.00 2232 5.32 120 18 1.025 0.435 0.000 62.02 36.79 25.23 4 5 0.00 21.00 32 7.95 120 9 1.109 0.000 9.100 36.79 27.69 -0.00 4 6 36.15 50.00 32 7.95 120 9 1.109 0.296 0.000 36.79 19.61 17.17 6 21 18.00 12.00 3 3.31 120 9 1.109 0.081 0.000 19.61 18.37 1.25 6 22 18.15 8.00 3 3.31 120 9 1.109 0.083 0.000 19.61 18.68 0.93 A MAX. VELOCITY OF 14.05 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 i 26 Lavender Cr. N. Andover. Ma NFPA-13 D 2 head sprinkler test Sprinkler- 1L ?.2 Wiry t/�CO Fire &Building Products Direct Sales (Central): Tel: (800) 523-6512 / Fax: (215) 362-5385 Distribution Sales (Gem/Star): Tel: (800) 558-5236 / Fax: (800) 877-1295 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LF11 Residential Concealed Pendent sprinklers, Flat Plate 4.2 K -factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design.of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2596) has a 4.2 (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap, The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model identification Number SIN TY2596 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psil/2 (60,5 LPM/barl/2) Temperature Rating: 160°F/71 °C Sprinkler with 135°F/57°C Cover Plate Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body .......... ... Brass Cap .............. Bronze, Saddle ... ... .... Brass Sealing Assembly . Beryllium Nickel w/ Teflont Soldered Link Halves ..... Nickel Lever . . ...... Bronze Compression Screw ...... Brass Deflector .......... . Bronze Guide Arm Frame ...... Bronze Guide Arms ..... Stainless Steel Support Cup .......... Steel Cover Plate ......... Copper Retainer ............ Brass Cover Plate Ejection Spring ... . ............ Stainless Steel tDuPont Registered Trademark. Page 1 of 4 JULY, 2002 TFP440 Page 2 of 4 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in TFP440 (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 (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.tbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- . port Cup Assembly into the fitting. The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until ft bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling Area (e) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Ft. x Ft. (m) for 12 Inch Run) for 12 inch Run) (in xm) 160°F/71°C 160°F/71°C Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar) 14 x 14 14 14 GPM (53,0 LPM) 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar) 16 x 16 16 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18 x 18 18 20 GPM (75,7 LPM) N/A (5,5 x 5,5) (5,5) 22.7 psi (1,57 bar) 20 x 20 20 24 GPM (90,8 LPM) N/A (6,1 x 6,1) (6,1) 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 (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.tbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- . port Cup Assembly into the fitting. The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until ft bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of TFP440 t BODY (1/2' NPT) CAP SADDLE SUPPORT CUP WITH ROLL FORMED THREADS GUIDE ARM GUIDE ARM FRAME DEFLECTOR - THREADINTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING SEALING ASSEMBLY SPRINKLER WRENCHING AREA COMPRESSION SCREW LEVER SOLDER LINK ELEMENT DEFLECTOR i L 1 t J I (OPERATED POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY r RETAINER OWITH THREAD ODIMPLES EJECTION .I SPRING SOLDER-/ COVER PLATE/RETAINER �_ COVER TABS (3) ASSEMBLY PLATE FIGURE 1 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Page 3 of 4 WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 18 SPRINKLER WRENCH 2-1/2" DIA. SPRINKLER - (63,5 mm) 1/4"(6,4 mm) FACE OF SUPPORT CUP 1/2" THREADED SPRINKLER ASSEMBLY I 6JA NPT ADJUSTMENT FITTING OPERATED SPRINKLER 1-7/8't1/8' COVER (47,6 mm PLATE _ 3/32" GAP t3,2 mm) RETAINER (2,4 mm) COVER- SPRINKLER- MOUNTING 7/8"(22,2 mm) RETAINER SUPPORT CUP 3/16' J SURFACE 1-1/8'(28,6 mm) ASSEMBLY ASSEMBLY (4,8 mm) 3-1/4" DIA. DISPOSABLE DEFLECTOR IN (82,6 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 SERIES LFII (7Y2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS /PROTECTIVE CAP /ACTIVATED DEFLECTOR Page 4 of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service". Step S. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and . Maintenance The Series LFII (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100°F/38°C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), . in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. . Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly Installed and maintained under normal Use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa= tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 IN NO EVENT SHALL TYCO FIRE 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' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY !S MADE /N LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, P/N 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Concealed Pen- dent Sprinkler, P/N (specify). Chrome .................. PM 56-122-9-135 Bright White ..:............ PIN 56-122-4-135 Flat White ................ PIN 56-122-5135 Custom .................. PM 56-122-X-135 Sprinkler Wrench: Specify: W -Type 18 Sprinkler Wrench, P/N 56-000-1-265. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 (,c'Q Fire & Building Products CENTRAL Customer Service/Sales: Technical Services: Tei: (800) 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 General Description The Series LFII (TY2284) Residential Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- . tial occupancies such as homes, apartments, dormitories, and hotels. When aesthetics is the major consid- eration, the Series LFII (TY2284) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and manufactured homes per NFPA 131); wet pipe residential sprinkler systems for residential occupancies up to and Including four stories in height per NFPA 13R; or, wet pipe sprinkler sys- tems for the residential portions of any occupancy per NFPA 13. The Series LFII (TY2284) has a 4.2. (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The flush design of the Series LFII (TY2284) features a separable es- cutcheon providing 3/8 Inch (9,5 mm) vertical adjustment. This adjustment reduces the accuracy to which the pipe drops to the sprinklers must be cut to help assure a perfect fit installation. The Series LFII (TY2284) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LF11(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 standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices.. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model identification Number SIN TY2284 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psi1/2 (60,5 LPM/bar"2) Temperature Rating: 162°F/72°C Vertical Adjustment: 318 inch (9,5 mm) Finishes: Sprinkler and Escutcheon: White, Chrome, or Black Physical Characteristics: Body .............. Bronze Deflector .. ....... Copper Valve Cap ......... Brass • Orifice Seal .. ..... Copper Heat Collectors Copper. Operation The sprinkler assembly contains a small fusible solder element. When ex- posed to sufficient heat from a fire, the solder melts and enables the internal components of the sprinkler to fall away. At this point the sprinkler acti- vates with the deflector dropping into its operated position (Reference Fig- ure 1 C), permitting water to flow. Page 1 of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 (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 LF11(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the. number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable_ coverage area. • A minimum discharge of 0.1 gpm/sq. ft over the "design area" comprised of the four most hydraulically de- manding' sprinklers for the actual coverage areas being protected by the four sprinklers.' Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 tL coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollc,w core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- Minimum Flow N and Minimum Flow tai 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 tai Ft. (Max. 2 Inchglse (Max. 81nch Rise Three sprinkler design when there are more Ft. x FL (m) for 121nch:Run) for 12 Inch Run) than two sprinklers in'a Compartment. (m x in) 162"F/72°C 162"FR2"C 162"FR2"C 12 x 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 (90,8 LPM) WA (6,1 x 6,1) (611) 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 LF11(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the. number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable_ coverage area. • A minimum discharge of 0.1 gpm/sq. ft over the "design area" comprised of the four most hydraulically de- manding' sprinklers for the actual coverage areas being protected by the four sprinklers.' Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 tL coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollc,w core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- TFP4;0 3/32" (2,4 mm) TYR DO NOT OVER -TIGHTEN l r- l FACE OF SPRINKLER FITTING 29/3213/16' 23,014,8 mm) LCEILING LEVEL MOUNTING TOLERANCE SURFACE LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2" (50 mm) DIA. I I 29/32*V16' l- 1 2-1/4' (23,014,B mm) (57,4 mm) B HEAT . COLLECTOR 2-15/16' (75 mm) DIA. --{ 1/2' NPT r- -1 7/16'(11,1 mm) NOMINAL MAKE -IN 1 O C DEFLECTOR I IN OPERATED POSITION FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER WRENCH RECESS ACCEPTS 316' SOCKET #4947 DRIVE SOCKET Page 3 of 8 #4948 WRENCH & SOCKET COMBINATION WRENCH FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINATION m FIGURE 3 PROTECTIVE CAP REMOVAL TOOL X Page 4 of 8 TY2284 POSITION mlC! N TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2' (50.8 mm) FIGURE 4 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Calling Design Criteria" section) mum depth of 14 inches and the maxi- mum width is unlimited. The cross-sec- tional shape of the primary beam may be rectangular to circular. . Secondary Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited.The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 5A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 5B). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 5C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 5C). Untels..Linteis over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. TFP420 Sprinkler Types. Series LFII (TY2284), 162F, Flush Pendent Resi- dential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Fig. 4A). The -vertical centerline -of the Series LFII (TY2284) Flush Pendent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the pri- mary beam (Fig 4B). NOTES Core drilling of beams to allow the installation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFiI (TY2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to .the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- fited area (Fig.6). The cross-section of the soffit may be any size as long as .it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft. 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed to the compartment wall. NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP420 Page 5 of 8 t ALL FIGURES: DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM COMP W FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0' (6,1 m) SECONDARY BEAM PRIMP BEAD *CCCCC Tfl FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'4' (6.1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS 74' to 6'-0- (1,0 to 1,8 m) T PRIMARY BEAMS HAV - i A 14' (356 mm) MAXIMUM 0'-0- (6.1 m) MAXIMUM A= 3-4' to 6'4r (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING AVING A 14' (356 mm) MAXIMUM DEPTH B- 20'-0- (6,1 m) MAXIMUM FOR SECONDARY BEAMS THATARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 201-W (6,1 m) A- 3'-4' to V-0' (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING AVING A 14' (356 mm) MAXIMUM DEPTH C = 3'-4- (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS — or— C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURES BEAM ARRANGEMENTS, (Refer to the "Beam Ceiling Design Criteria"section) TFP420 spection, testing, and maintenance of their fire protection system and de- vices in, compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation In the event of a fire or Inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited. Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly Installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not 'be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE 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' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY iS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS DR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE, Page 7 of 8 Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2284), K=4.2, Residen- tial Flush Pendent Sprinkler without Escutcheon and having a (specify) finish, P/N (specify). Chrome .................. 51-123-0-162 White...... .......... 51-123-4.162 Black.................... 51-123-6-162 Escutcheon: Escutcheon for Series LFII (TY2284), K=4.2, Residential Flush Pendent Sprinkler with (specify) finish, P/N (specify). Chrome .................. 56-123-9-001 White .................... 56-1234-001 Black .................... 56-123-6-001 Accessories: Socket for Series LFII (TY2284) Resi- dential Flush Pendent Sprinkler, P/N 56-000-4-947. Wrench & Socket for Series LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-948. Protective Cap Removal Tool 'for Se- ries LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-300. Page 6 of 8 SECONDARY BEAM TFP420 COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) installation The Series LFII (TY2284) must be in� stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling installation is complete. The Protective Cap must be removed to place the sprinkler In service. A leak tight 1/2 inch NPTsprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face .of the fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as shown in Figure 1A. Step 3. With pip® thread sealant ap- plied to the pipe threads, hand tighten the Sprinkler into the sprinkler fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step 5. Use the 'ceiling levet tolerance limit" indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. Care and. The Series LFII (TY2284) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the lime to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no - tired. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after Instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. . . The owner is responsible for the in- ; 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) installation The Series LFII (TY2284) must be in� stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling installation is complete. The Protective Cap must be removed to place the sprinkler In service. A leak tight 1/2 inch NPTsprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face .of the fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as shown in Figure 1A. Step 3. With pip® thread sealant ap- plied to the pipe threads, hand tighten the Sprinkler into the sprinkler fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step 5. Use the 'ceiling levet tolerance limit" indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. Care and. The Series LFII (TY2284) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the lime to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no - tired. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after Instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. . . The owner is responsible for the in- Seri es 909 "Engineered for high Sizes 3/4" - 21) capacity relief" Reduced Pressure ZOR. To prevent back -siphonage and,backpressure of con- Patent 14.241,752 tammated waterinto the safe drinking water supply, when installed at each high hazard cross -connection. sos4T-s Use Series 909 for backflow protection in cross -connec- C tion control and containment at the service entrance. The ` 909 high capacity relief incorporates the "air-in/water-out" a 8 principle and substantially improves the relief valves dis- I charge performance. The emergency condition of com- 4 bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard 0 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 3/4" drain line, and air gap in necessary (see page 5). and 1" have Tee handle shut -offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Model's CROSS -CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C - with strainer clean and check, 3/4' and 1" only 4Y4 Suffix - Capacity QT - with quarter -turn, full port, resilient seated ball valve shut -offs S - with bronze strainer As compiled from documented Foundation for Cross -Connection Control and Hydraulic HW - with stainless steel check modules for h6twaterand harsh water conditions Research at the University of southern California lab tests. *Typical maximum mecnanicalBrrigation system flow rate (7.5 feet per second) PC - with internal Polymer Contin 221/4 9 LF - without shut-off valves 16 Prefix C U - with integral body unions (3/4" and 1" only) CD 12 FAE - with flanged adapter ends (11/4', 11h", 2' only) a 8 Features I w/o strainer .. 4 Quarter -turn ball valve shut offs . Replaceable bronze seats 0 5 GPM Designed pressure drop • Modular design 5 75 10 15 20 FPS Simple. and economical service •, No special tools required for 11,909 • s 'High capacity relief protection servicing 20 against combined back -siphonage/ 15 backpressure backflow Standards (see page 3) 010 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 75 10 15 20 FPS termittent.,Suffix HW stainless steel check modules suit- 20 1 1/e" 909M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 015 Connections a ,o 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 rhes) Wgt.(lbs.) 5 7.5 10 15 20 FPS inches A B C D E F G H I w/o strainer .. 20 V4 21 Y4 171/4 Ni. 4 4Y4 11 Y+ 534 37b 1551. 14 1 221/4 IN& 71484 43/4 13 7 3715 171/2 15 15 11/4 255/. 21 10e/. 5 We 14 71/2 51/4 42Y440 1'A 27Yi. 215/4 10'/e 5 BY, 15 712 5'/+ 44 40 per, 10 2 305/+ 23%105/5 5 64'5 1 lli 734 5Yi 473. 40 5 0. 10 20 30 40 50 60 70 80 90 100 GPM 5 75 10 15 FPS c vuVIVI2 T g For more information, send for ES -909S 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS vsR-sF (R),.POTTER FOR SMALL PIPE VANE TYPE WATERFLOW 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 •'�i�ib,P:i4%� Stock No. 1113000 U.S. PAT. NO: 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. 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 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: 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" Note: 10 paddles are fumished with each unit, one for each pipe size of threaded and sweat TEE, one for V CPVC and one for 1 1/2" polybutylene. (CTS -Copper tubing size) 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. -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: Automatic Sprinkler. NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 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 The vane must not rub the inside of the TEE or bind in any size. The unit may also be used as a sectional waterflow . detector on large systems. way. The stem should move freely when operated by hand. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to over- come the selected retard period. INSTALLATION: These devices may be mounted in horizon- tal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non -corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of The device can also be used in copper or plastic pipe installa- tions with the proper adaptersso that the specified TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's, test valve is not provided. If there are no provisions for testing the operation of the flow . detection device on the system, application of the VS R -SF is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). PRINTED IN USA MKT. #8800003 - REV M PAGE 1 OF 2 MFG. #5400802 - 2l97 .. (E)o F R FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL DWO. /923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi- sion of the connection in the event that the wire becomes dislodged from. under the terminal. FIG. 2 RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A -B- SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO W. TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 2 1/2' B 20-40 (50mm to 65mm) (33mm t2mm) 3' to 8' 2' tII8' (BOmm to 200rtim) (50mm t2mm) DWG. 1761-30 DIRECTION VSR-F VANE TYPE WATERFLOW SWITCH WITH RETARD 00 NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME 0 TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 5OFT.-LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS. IN DIRECTION OF WATERFLOW I ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) 0 0 1 A 10-25 B 20-40 C. 35-55 D 50-70 E 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER MYLE.B (CLASS B) END -OF -UNE 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 FROM -"CLOSE ON OPEN ON ALARM ALARM DEVICES CONTROL OR RETURN Y -l ALARM ALARM PANE, TO CONTROL DWG. X761-15 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 -11195 J1 `,J 1 1.Lja, Z112111= M 1 AIVU MI I HUbt ® 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 1P2 (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 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- . 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. . • Low cost installation via standard electrical boxes. Attractive flush or surface mounting options available... Model MT--24-LSM (strobe/hom shown) PRINTED IN USA MKT. #6850002 - REV A PAGE 1 OF 2` 11195 dBA and Current -Ratings Model MT 12/24 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 Hl 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 0.388 '99 93 Code -3 Horn 0.040 0.023 99 93 0.405 0.388 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 98 93 0.401 0.388 98 93 HVLo 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA MKT. #6850002 - REV A PAGE 1 OF 2` 11195 .'•: t knits: ,; ' 41 9' l .^�,Y7+e'�rt+�' 1 i,• •�y( •'f'j�:Gt�'/�JF.(C• , � r° i'• . � eq�. 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Pa • , ;�•'i'�,{TY + � + t7'.;5' j!+!s.. . .' i• •r C ,tom T^ :�' .' �'���::�:�%i ,�:; �;.., + � �,G�c A ���.+-tit �y�{+�� ��, t��gq�p�� j. ..!N N'i� +'�j'�(ti% 4. b, , �'• •.r. tlC��i'�"�7q� .yr;� � _ JA��ST�C'. _ •�+r-iY:.? Gly y'�Y•5f�`iTii�i*y� �C+�•aZ54rX3.r�Cb14 �+4° �• :`.�'.' _Y�(.�1. �: s . + ... + .t,' ir��iL!�:�: ':� :. r'- nK'i.18�vl.EA`r Fumes: FireFighter and FireFighter PG have no hazardous fumes. System Requirements and Limitations: Al I fire protection sprinkler systems winterized with FireFighter or FireFighter PG should conform to local, state and NFPA requirements. The use of antifreeze within these systems should also conform to NFPA requirements. .,r Use of antifreeze solutions should also be in conformance with any state or local health codes. Please contact your local health authorities if you have any questions concerning the codes in your area. Maintenance: V •0-,7 Because the chemicals which compose FireFighter. p 6Yu r rt ' and FireFighter PG can break down over time, systems should be tested to determine the level of freeze protection at the beginning of each freezing season. To test the freeze protection level of FireFighter, use a small hydrometer to determine the specific gravity of the solution. To maintain a -15'F flow protection, the specific gravity of FireFighter should be1.141 at 77°F. To test the freeze protection level of FireFighter PG, use a small hydrometer to determine the specific gravity of the solution. To maintain a —15'F flow p� protection. the specific gravity of FireFighter PG should be 1.030 at 77°F. FIN —When the test indicates that the solution has weakened, empty the system and replace with fresh . insPeFighter tallation ation �n tru tanFireFighter PG, according to the stal �, kl t.t � , G .. y. •��fr'' INSTALLATION INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the water supply valves and drain the system. 2. Add FireFighter or FireFighter PG to the system through a filling cup. 3. Use the end sprinklers to vent air from the piping. 4. Back out all of the sprinklers slightly, until antifreeze appears. This assures that the piping is y?: completely filled and all air has been purged from the system. If the filling cup is NOT above the highest n sprinkler, use one of the following installation' procedures: ro • .. 1. Administer FireFighter or FireFighter PG at the highest sprinkler branch line using a filling cup. The drop pipe should be filled through the filling cup as shown in the diagram below. 2. Tighten the sprinkler heads and open the.valve J marked #1 until the drop pipe and the section of pipe above valve # 1 are empty. 3. Close valve #1. Close the filling connection valve. ;= :3t Slowly open the supply valve wide. Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram below. HEATED AREA UNHEATED AREA Filling Cup Sprinkler Head �..;y Water Supply # Non -Freezing I— Solution ` 12 ins. Approved un ' Indicating Valve Wall Drop 5 ft. min. ■ #2 ��f■��= __=�__= Mfg! Check Valve [1/32" hole in Clapper] Lorain Valve S a Please turn to back panel for additional information. PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic' antifreezes designed specifically for fire protection systems. These products are used in place of water and other water -like fluids in sprinkler systems where freezing may either cause damage or interfere with the functioning of systems or equipment, and/or toxicity to humans or animals is a concern., _ FireFighter is compatible with all approved types of pipe, including BlazeMaster"' CPUC sprinkler pipe and fittings. FireFighter PG is compatible with all approved types of sprinkler pipe systems, with the exception of CPUC Sizes: FireFighter and FireFighter PG are available in: _ One gallon plastic bottles (6 per case) —Five gallon pails —30 gallon drums _ 55 gallon drums f " — 5000 gallon tank trucks Color: -FireFighter is orange FireFighter PG is red w��'ri Applications: N Wet fire protection sprinkler systems if Ingredients: 41 FireFighter: —Active Ingredient: Glycerine Other Ingredients: Water ' n' Viscosity Reduction Agent Dye a'�•` �' FireFighter PG: ;.:.,..;, _Active Ingredient: Propylene Glycol Yti. Other Ingredients: Water Viscosity Reduction Agent rJ ' Dye rV,a n, 0s 'FireFighter Freeze Protection Fluid" is a trademark of The Noble Company. "Blazemester` is a registered trademark of B.F. Goodrich " -Non-toxic is used to describe extremely low chronic end acute toxicity. No maximum sale intake for humans has been established. The product is ;: • considered GRAS [Generally Regarded As safe) by The Food and Drug Kf -_4f Administration Chemical and Physical Properties: FireFighter: _ Density at 77°F is 1.137 grams/ml —Viscosity at 77°F is 7.05 centipoise _ pH of FireFighter is 7 _. Boiling Point. at Atmospheric Pressure (760 mm) is 212°F FireFighter PG: _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise _ pH of FireFighter PG is 8.0.9.6 _ Boiling Point at Atmospheric Pressure (760 mm) is 222°F Freeze Protection Properties: FireFighter and FireFighter PG: —Minimum Fluid Flow Temperature is —15°F _ Minimum 'Burst"(Hard Freeze) Temperature is —5D°F Flammability: FireFighter and FireFighter PG are not flammable since they have no measurable flash point (Pensky- Martens Closed Cup): however, both products can flash or burn if the water content is evaporated off FireFighter: _Flash Point is 350°F" —Fire Point is 400 IF". FireFighter PG: _Flash Point is 214°F' _Fire Point is 220°F"" Toxicological, Environmental and Health Information: FireFighter and FireFighter PG are virtually harmless to animals or plants: however, the disposal of these materials should be in conformance with national, state, and local health codes. .. FDA References: GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe" by the Federal Food and Drug Administration. "Cleveland Open Cup ' W 4 RECOMMENDED CONCENTRATIONS FireFighter and FireFighter PG are intended to be used undiluted only. AVAILABILITY FireFighter and FireFighter PG are available throughout the U.S. through wholesale distributors. Please contact The Noble Company for your local representative and wholesaler. TECHNICAL SUPPORT Specifications, installation design, installation techniques, and unique applications will be reviewed upon request. Address inquiries ATTN: FireFighter Technical Support.. , Field service is available through factory representatives and Noble Company staff. Contact The Noble Company for local representatives. The Noble Company 614 Monroe Street Grand Haven, Michigan 49417 Phone: (131131842-7844 t — Soo- 67i� —t62 '5 FAX: [616J 8421547 I Olt �'%u. � ; , , , •:;�i+b"►Jfa t Jar �h�:",,,�, • � ; • �.,; ,.� J4 � � , w,'tf-rc�. � •, a c W;-"�.. ::° _;:.°•tb 1,.:•.a .. ° ti•.,; .�. •.i..• .... ;, ,� � r°It'd , • .L�t' ,Z. It T,i•.p :.: T;� \�• J::.i �:. .: •y t 1: rte::.. 1'Cti'7 ,• O r s� r t� f :,yid°, .�,�,.,i+� .. .. ?�J `1 r Y•;�• .' e + � i7~�Q it •° � 1�t yJi':n�'Y.���' 1x t , .•_`��•. .. ° •/Z 4 ' - •i'rrC :i. q•� ' l XY,/t 'J.,51C�T, /l.•. ry r o er � `� . JJ '°q � y.�c;�v'���"•�'fx 'pis .f..� ' t� J�... ••�.'r Printed in USA N trey�:."oc�ld Jrt. ©1989 The Noble Co. Form BFFPIG 289 a .�� • • r . Olt �'%u. � ; , , , •:;�i+b"►Jfa t Jar �h�:",,,�, • � ; • �.,; ,.� J4 � � , w,'tf-rc�. � •, a c W;-"�.. ::° _;:.°•tb 1,.:•.a .. ° ti•.,; .�. •.i..• .... ;, ,� � r°It'd , • .L�t' ,Z. It T,i•.p :.: T;� \�• J::.i �:. .: •y t 1: rte::.. 1'Cti'7 ,• O r s� r t� f :,yid°, .�,�,.,i+� .. .. ?�J `1 r Y•;�• .' e + � i7~�Q it •° � 1�t yJi':n�'Y.���' 1x t , .•_`��•. .. ° •/Z 4 ' - •i'rrC :i. q•� ' l XY,/t 'J.,51C�T, /l.•. ry r o er � `� . JJ '°q � y.�c;�v'���"•�'fx 'pis .f..� ' t� J�... ••�.'r Printed in USA N trey�:."oc�ld Jrt. ©1989 The Noble Co. Form BFFPIG 289 efles 909 "Engineered for high Sizes W - 2" capacity relief" -To prevent back -siphonage and backpressure of con- taminated water into the safe drinking water supply, when 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 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 seated, bronze ball valve shut -offs No. 909QT. Sizes 3/a" and 1" have Tee handle shut -offs. Available Models Prefix C - with strainer clean and check, 3/4' and 1" only Suffix QT-- with quarter -turn, full port, resilient seated ball valve shut -offs S - with bronze strainer HW - with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF -without shut-off valves Prefix U - with integral body unions (3/4" and 1" only) FAE - with flanged adapter ends (11/4",11h", 2" only) Features lb Quarter -turn ball valve shut offs 4s Replaceable bronze seats o Designed pressure drop . , e Modular design * Simple and economical service a No special tools required for e High capacity relief protection servicing against combined back -siphonage/ backpi-essure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140°F continuous and 180°F in- termittent.,Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. Connections' 3/4" — 1" 909QT has NPT female threaded body connections. 11/4" - 2"•909QTM1 has NPT male threaded body connections. u. imensions—WeightS (approximate) Size Dimension (f ches) wg .(lbs.) inches A B C D E F G H w/o strainer z/4 21 Y4 171A 75N 4 43'4 11 Ye 1 634 37/e 151A 14 1 221/4 173/e Nie 4 43'4 13 1 7 37A 17'/z 15 11/4 25Ye 205/e 103A 5 634 14 7'/z 51/4 423'i�40 11/z 273/ie 213/i 10% 5 65/4 15 . 71� 51/4 44 2 3D3'i 235/e 103/e 5 6% 51/447% 40 g 1For more information, send for ES -909S tieduced Pressure rt rt Patent 14,241,752 909QT-S Note: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE. Capacity As complied from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. *Typical maximum mechanical(rrigalion system flow rate (7.5 feel per second) . 16 rS 12 128 20 X15 U) 10 5 20 015 1210 5 0 20 X15 1210 5 0 20 X15 1210 ���(� �f1i1•��f���� �fi���;>•��fi�ii��fi ����I �ili1•�ifii■���� li•f�it•�i>•��Ifii•li•0�� Itis ftp � tttti• l• � it• � � � ftp flit• 1 1/4" r fi�f1•��f1.1��f1��� ftli� � ilil• f� fly !• fly � � � flililili ��ililil•0it�01• ■�a�.'��� ��Sl�li• filfii•�fii•Ifi1•� 1r•f1•li•�l• i1��i1�11•II■� 1 � � 1 1 ,� � it •� 11 e 25 50 75 100 125 150 175 200 GPM 5 73 10 15 FPS A VOLUME OF COPPER TUBING v4v 4 Cubic Inches Per Cubic Feet Per Gallons Per SkiI DO Feet of Tubing 'Foot of Tubing 100 Fiat of Tubing - t L: STRENGTH OF COPPER TUBING SAFE WORKING INTERNAL PRESSURES (Allowable stress In pounds per square inch), 60DD psi 250°, F" S 58DO psi ,350°. F,,S 3800 psi .40l00 r . s 2500 psl in ne.:es) .- TYPE. K Lm TYPE L K L TYPE M K L 1500F. 25011F. 35061F. 400 -IF. 150-F. 2500F. 40DOF. 150C.F. 2500F. 3500k- 4000F. (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) .3500F. (PSI) (PSI). (PSI) (PSI) (PSI) (PSI) 3130 3036 1980 1300 .151 .162 .117� 1.132 1.210 1319 1950 18910 1230 810 M2 .242 1735 1.808 1/4 1530 1480 970 640 1160 1120 730 490 1160 1120 730 480 J,. 5/16 120D 1160 760 5D0 A07 4.042 4.266 4.540 14.64 15.12 15.72 3/j 1200 1160 760 500 900 870 570 380 750 730 470 310 'A 1170 1130 740 490 SOD • 770 500 330 560 540 350 230 5/4 920 890 580 330 740 720 470 310 500 480 320 210 4 760 730 480 320 650 630 410 270 450 430 280 190 35.38 880 SSO 560 370 590 570 370 250 4DO 390 250 170 11I. N 68D 660 '430 280 510 49D 320 210 340 330 220 140 550 53D 350 230 460 440 29D 190 340 330 220 140 1 520 5DD 330 220 430 420 270 180 340 330 220 140 21A 450 430 280 19D 370 360 230 150 300 29.0 190 120 5/1 .420 4001 270 190 350 340 220 14D 280 270 190 120 410 406 260 170 330 320 210 140 260 250 160 110 380 370 240 160 320 310 '20D 130 260 250 160 110 3 , 370 '360 230 150 300 290 196 120 260 250 166 1I0 1A 360 -350 230 150 286 270 180 120 240 230 150 1 DO 37D 360 230 150 260 250 160 110 230 220 140 IOD 1A 390 380 250 160 2BD 270 180 120 240 230 150 100 3910 380 250 160 290 280 180 120 240 230 150 IOD 3900 3B0 250 160 270 260 170 110 240 230 150 )DO (Allowable stress In pounds per square inch), 60DD psi 250°, F" S 58DO psi ,350°. F,,S 3800 psi .40l00 r . s 2500 psl in ne.:es) .- Lm K L m K L m .0542 A05 ... 3y, ... 1.524 1.740 1.908 .0882 .101 .110 .661D '.753 326 2.616 2.796 3.048 .151 .162 .117� 1.132 1.210 1319 4.OD13 4.176 M2 .242 1735 1.808 5.232 5.808 6.204 303 .336 359 2.265 2,514 2.6116 9336 9.900 10A88 .540 .573 A07 4.042 4.266 4.540 14.64 15.12 15.72 A5. .88 91 634 655 6.81 11/2' 20.64 21.36 21.96 9 1.19 1.24 127 894 9.25 9.51 36.12 37.08 38.04 2,09 2.15 22D 15.64 16.05 16..47 21/1 55.92 57.24 5868 3.24 3.31 3AD 2421 24.78 25A0 3 g". 79.63 8172 83.76 1 4.61 473 4.135 34.50 35.38 3626 108 Do 110.52 112.80 625 6A0 6.53 46.75 47.84 48.93 4 AI RW 1140.4 144.0 146A a 8.1 83 8.S 603 62.3 63A 4 2172 224A 226.13 e. 12.6 13.0 13.1 94.0 97.1 982 3, .3103 321.6 326A 1811 NA 18.9 134.5 139.2 141.3 24. Table A-2-3.4 Copper Tube Dimensions Type K Type L Type NI Nominal Outside Inside Yp Wali Inside Diameter Wall Thickness Inside Diameter . Wall Thickness Tube Size Diameter Diameter Thickness in. (mm) in. (mm) in. (mm) in. (mm) In. In. (mm) in. (mm) in. (mm) 314 0.075 (2.22) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 0.050 (1.1) (1.3) 0.811 1.055. (2.0.6), (26.8) 0.032 0,035 (0.8) (0,9) 1 1.125 (28.6) 0.995 (25.3) 0.065 0.065 (1.7) (1.7) 1.025 9.265 (26.0) (32,1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 174 11/2 1.375 1.625 (34.9) (41.3) 1.245 1.461 (31.6) (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) 0.083 (2.1) 1.985 (50.4) 0.070 0.080 (1.8) (2.0) 2.009 2.495 (51.0) (63.4) 0.058 0.065 (1.5) (1.7) 2'/2 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 2.945 (62.6) (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 3 31/2 3.125 3.625 (79.4) (92.1) 2.907 3.385 (73.8) (86.0) 0.109 0.120 (2.8) (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 0.125 (2.8) (3.2) 3.935 4.907 (99.9) (124.6) 0.095 0.109 (2.4) (2.8) 5 5.125 (130.2) 4.805 (122.D) 0.160 0.192 (4.1) (4.9) 4.875 5.845 (123.8) (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) 6 a 6.125 8.125 (155.6) (206.4) 5.741 7.563 (145.8) (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 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) INCORPORATED 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. 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 automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in 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 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. 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 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" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket 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, #12 x 1-1/4" hardened hex head self threading screw. A T i - cEnsm W91 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 v���_x; �Lt'�"71t�'�S;a�$,,F'�.�,,^M �'..._r++r�JA!}vmJ+�:/y.;. � ?1 T}, �) �x�ny '�.�"lru�.f ry. ",r rY;F�,.�.,���'°.` ��.E�{•'�'�p"��>.5t�`'`.�,�s,�m�'��+v.trg�,-1^"�Y<•S:GiA'ry�:.'.: ,4}rk:,��q!`'+(Y��.+l�fJ^t. r.''''*��p/>"�'.?'��j'�"17-�t a- �a v -,(�J� V�T7P� � oJi �S.'7'� -17 ri'�U. �� t .�'' FT.'C� •�D � r L v� J J � .lcli•`.TLt�Z ^:yyrr ljSlH'�fi t°:�`rl yy7 �Jo �//�lY �y •, •�''�.y `t'���k � .�al ��5/7Y��/1� 4T���J a . K1il'l�..al ^�'iwi..:S.PNNr`3r iwFEt l .i� ��.in.1 K. C� 7.v..7 .•.rlh: �w4.i it A. /1.TYIN4•a lr... � '✓,.�nwY!{.1 i.ii..+%S +a .i(l 1-1/4 3-1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 '2MtJ� ru'..MriflP'�.�.'���T`,QY:!WI�C�1 h, ,.�T4i�T�t�.TM7 r, ��,•�.�•.,+. +. ���.''#''ti���•1 JJ l'�1!i 17t /�Sf.F•-4YL � ��:4i�'. 3%t� an ...ltiS:J.... '�ft:�.9e. �. Fy .,A� �/��7tFj�4�.5I�� bT�AWJ .i wJ;',�>iE�i :'A:-�aE�T'1.f� M' sN1Rp+� tr, �!.r..t. Y,M?' 1. s}. i'ft:Yn '\✓Nrt�hi,�yv:.�...e� .[ 5Uy �,Ye�. S«. 1) �j�y1�171 I �;+�i 4�:'.71�7-'^' l� ". �k�(�.. p�4Y�.7ylr�'�ul�.��4�a7��.1 ��'1 � 7Y'�J''�es�t tf,� ��,2; .. i�.. , ����-��/.�iull:!t�tFfif`-1tL>•.nL�l.xrkili�.f..lu.:jMlr . 1 u.#4��?;M.'� � ln'...�+-JsiN.."` F:13.d./t i.u1.....-.�....it N -: 2 3-3/4 2-1/8 1-3/16 8 5/16 1-1/4 15 cEnsm W91 1� ® 00 INCORPORATED y 32B CORONA, CA . (714) 737.5599 1' FIG. 23 HANGER FOR C.P. V. C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE I � I If e--►-Ise--t.l C G A ON. Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. Spec. Function - The Fig. 23 and Fig. 24 are intended to perform as a hanger / restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the. side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the 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. FIG. 24 HANGER -FOR C.P.V. C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT IF -44- A P Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation.. The flared edge design* protects the C.P.V.C. pipe from any rough surface. The Fig. 23 and Fig. 24 are easily attached to the building structure using the two hex head self threading screws" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket 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. ° Patents Pending - Minimum fastener size acceptable, #12 z 1-1/4" hardened hex head self threading screw. C.P.V.C. PIPE SIZE A FIG. 23. FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER SPACING (FT.) FASTENER . HEX HEAD SIZE LENGTH APPROX. WEIGHT 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 m W, M01n0 x%N � c•y• }S Ln�p�.A•..r}'i 'i11F 1 di� CPC �cJ.l9,.s:2 n 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 t4't �r. I;"Y;rejJ„^y.'F'I"{ };.j".r'm'tq.. ne+, ,�a, �,a�. ,,, a.w,rgr.�. t Y .— r :,r. 1 is3r.i-,,1•y6n<.,..,y,vti..,ut� m%i' _ f(' lN:u�j,,'h�.�iYp�M,,f•A"'n<'.'.i4ry•y; <x� �a'LII M(�{$`I'M1� i��� ..,.�.:, ,a+� 11157 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 REVD 8/91 Central Sprinkler BlazeMaster @ J j j j j j j j j j j j j j J.2 -P J.0 'j 'j 'jjJJJ.1.j J J J J INSTALLATION INSTRUCTIONS. & TECHNICAL MANUAL U.S., Canadian and U.K. Edition No. 19.1.0 Rev. 4 5196 Table of Contents Introduction......................................... 1 Conversion Factors .................................. I Listings and Approvals ..... 1 Where and how to use a Central Blaze]vlaste: S:=stem:....: I Central BlazeMaster Specifications ..................... 3 Pipe.............................................3 Central Blazelriaster Fittings .......................... 3 Solvent/Cement ..................................... 3 Dimensions for Central BlazeMaster CPUC Pip.. .......... 3 Fitting Socket Dimensions .............................. Product Ratings and Capabilities ................:....... 4 Pressure Rating & Pressure Listing .................... 4 Friction Loss ........................ ............4 Thermal Expansion ................................. 4 Physical and Thermal Properties of Central BlazeMaster CPVC.................................6 Permissible Deflections of Central BlazeMaster CPVC ..... 6 Support and Hanger Recommendations ................. 7 Pipe Bracing with Standard Band Hanger .............. 7 Hanger/Support Spacing ............................. 7 Vertical Restraint .................................... 7 Underground Installation Specifications ................ 9 Pipe...............................................9 Fittings...........................................'9 Primer/Solvent Cement ............................. 9 System Design .. ............................... 9. Installation Procedures 9 Inspection ......................................... 9. Trenching........................... I............ 9 Snaking of Pipe .................................... 9 Back -Filling... ............................... 10 Maintenance.... .............................. 10 System Riser Installation Requirements ................. 10 System Riser Installation Recommendation ............... 10 Handling & Storage ................................. 11 Handling........................................ 11 Storage .............................. ........... 11 Handling of Central BlazeMaster Cements and Primers .. 11 Solvent/Cementing Instructions ...................... 11 Joining Central BlazeMaster Pipe Systems .............. 11 Cutting........... ............................ 11 Debarring...................................... 11 Fitting Preparation ................................ 12 Safety and Health Precautions ....................... 12 Estimating Primer and Cement Requirements .......... 12 Primer Application ............................... 12 Solvent Cement Application .................. I ..... 12 Assembly........................................ 12 Set and Cure Times ............................... 13 Pressure Testing the System ......................... 14 Transition to Other Materials .... ........... ..... 14 Flanged Connections .............................. 14 Grooved Coupling Adapters ........................ 15 Penetrating Fire Rated Walls & Partitions .............. 15 Other Design Criteria .................. 15 Freeze Protection ................................. 15 Central BlazeMaster Systems and Penetration of Metal Studs....................15 Solvent Cement and Primer Spills .......15 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 Joining Central BlazeMaster CPVC in Hot Weather ...... 16 Appendix ................ .. .........16 Helpful lips ................ ....................16 Material Safety Data for Solvent Cements and Primers ... 16 Training/Demonstration ........................... .16 Material Safety Data Sheets ........................... 17 This Installation and Technical Manual contains the c:iteria 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 prat- tices and other suggestions that may not be required to satisfy. the UL Listing, C -UL Listing and/or FM Approval. To diferentiate between a requirement and a suggestion, use the folloving defimiions: 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 meet the Listings'Approval. ,� gybe r Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central. This warranty vnll 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- ranties of merchantability and fitness. !=ill 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 w•.:. cl contract entered into between Central and buyer. Buyer further agrees that mailing to either party by certified registered mail shall constitute ]awful 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 BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. Introduction Central Sprinkler Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC (Post Chlorinated Polyvinyl Chloride) sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide lhedollowing advantages over traditional snrinl .ler 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 spririlrler 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 = 0.0639 bar I 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-LIL 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. rte. Residential occupancies as defined in the Standard for "Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height", NFPA. I3R • Residential occupancies as defined in the Standard for" Installation of Sprinkler Systems in One and Two Fancily 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 Ventflating 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 lasted 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 Flet 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, 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 wet pipe system contains water 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 shallbe 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 f" thick: gypsum wall board, i4" 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 170°F or 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 tection'shall-Lonsif.t, pLtheriat'h and planer, one layer of 9mm thick: gypsum wallboard, one layer of 13mm plywood, or a suspend- ed membrane ceiiin§ witg ]try-in panels or riles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgiml 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 connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent, individual openings exceeding 0.03x:2, but not exceeding 0.71 m2 in area must be located such that the distance from the edge 1€: of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 0.71 mZ 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 ar, j 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 ceihngs are specifically considered not to be permanently installed for the purposes of ffiis definition. Non-combustible is defined as having 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, B]arehiaster CPVC,pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations, Listed Quick Response pendent sprinklers installedwithin 8" from the ceiling or Listed Residential sprinklers located in accordance with their Ligting shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations, Lasted Quick Response horizontal sidewall sprinklers having deflectors within 6" from the ceil- ing and within 4." from the sidewall or Liste:] Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 14'. B. In accordance with the C -UL Listing, BlazeMaster CPUC pipe mid fittings shall be insialled below a smooth, flat, horizontal, fired ceilings in conjunction with Listed Quick: Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazeMaster pipe and fittings shallbe 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 Sprinlder-Blazelvlaster pipe and fittings car be installed in these areas when sprinllering residential occupancies according to these standards. 7. In installations v,diere sprinkler pipe runs 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 fines. 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 shall not be installed in outdoor applications. 12. The use of BlazeMaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. 11 k-.ellUCE1 D1UZe1ViU51er 0Pet:iucut1UiLb Pipe Central Sprinkler BlazeMaster CPVC sprinkler, pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc. (UL & C -UL), Factory Mutual (FM), I/, -E :A, and the National Sanitation Foundation GISF-p7.1 S.E.) for use in potable water systems. Fittings . Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from iV to 1 r_") and ASTh4 F439 (Schedule 80 dimensions for 2" to 3"). Female threaded adapters for sprinller head connect;ons contain brass inserts. Fittings carry the marl: ings of Underwriters Laboratories Inc. (UL & C-UU, Factory Mutual (FM), MEK and National Sanitation Foundation T'SF-pvr S.E.) for use in potable water systems. Solvent/Cement BlazeMaster CPVC socket connections can he joined using one of two solvent)cementing processes. Connections shall be joined with Central Sprinkler BlazeMaster 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 SolventiCements 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 vrith Central BlazelAaster products and the use of such non -approved welding agents will void the Manufacturer's warranty cued product Listings)Approvals. Dimensions for Central BlazeMaster CPVC Pipe Table A • Central BlazeMaster Pipe Dimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average 00 Average t0 Pounds per Feet '/' (19.1) 1.050 (26.7) .874 (22.2) .168 1' (25.4) 1.315 (33.4) 1.101 (28.0) .262 1 %' (31.8) 1.660 (42.2) 1.394 (35.6) -.418 _ 1%' (38.1)- 1.900 (48.3) 1.598 (40.6) .548 2' (50.8) 2.375 (60.3) 2.003 (50.9) • .859 2W (63.5) 2.875 (73.0) 2.423 • (61.7) 1.257 _ 3' (76.2) 3.500 (88.9) 2.952 (75.1) 1.867 027_5_ _ 2W _ 2.889 2.868 1.750--. 2.3160.276 ASTM CPUC Fitting Socket • Dimensions Note: Central BlazeMaster pipe is produced in SDR 13.5 dimensions in accordance with AMM442. SDR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. Table B • ASTM Dimensions for CPVC fittings in Inches: Nominal Size A Socket Entrance Diameter Average Diameter B Socket Bottom Diameter Average Diameter C Socket length minimum . D Inside Diameter Minimum E F Minimum Wall Thickness '/<' 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 W 1.670 1.655 0.938 1.375 0.140 0.175 _1 1 f 1.912 1.894 1.094 1.604 0.145 0.181 2' 2.387 2.369 1.500_ 1.933 0.218 027_5_ _ 2W _ 2.889 2.868 1.750--. 2.3160.276 0.345 3.516 3.492 1.875 2.892 _ 0.300 0.375 Note: Central BlazeMaster pipe is produced in SDR 13.5 dimensions in accordance with AMM442. SDR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. Product Ratings and Capabilities Prefsure Rating & Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C -UL Listed and FDI Approved fora rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150°F (65°C). 4 Friction Loss Central BlazeMaster CPVC pipe has a Hazen -Williams C -Value of 150. Pipe friction loss calculations shall be made according to 14FPA Standards. re. following table s_;ov: s the allmr:,ance of friction loss for flung;., expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings `rhe above stated fnclion Joss values ars for Central BlazeMaster flttings only. Wher using other listed BlazeMaster CPVC 90` eibcws with Central Sprinkler BlazeMaster producis, please consult the fitting manufacturer's msiallofion 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/inch N. 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 cantraction can be accommodated at changes in direc- tion of the pipe run. For additional information on Thermal Expansion please see Table C below. Where AL =12e1(AT) e = 3.4 x 10'' in/in/°F (Coefficient of Linear Expansion) L = Length of Run in Feet AT = Temperature Change in `F An example of Thermal Expansion is shown below: Example: How much will a 40 foot run of X"of BlazeMaster CPVC pipe increase in length (or expand) if the eypected ambient temperature ranges from 35T to 8577 Changes in length due to fittings are insignificant relative to the pipe. AL =12el (AT) AL = 12 (.000034) r- 40 x 50 AL = .82 in. or 1X0 Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table C). When designing Central BlazeMaster spr inlder systems, expansion of long runs must be considered 9 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- ples of control methods.) The expansion loops and offset tables are shown below. H the change in temperature and the inmamum tivorlang temperature are lower than thoseused 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 is greater than those shown in Tables U and E. Rem. Length of Run (It.) For conditions which are riot covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page C AT= 70T S = 1560 psi E = 3.85 x 10' psi Table D a Loop Length (30°F to 100°F) AT= 70°F Table C • Thermal Expansion Pipe size Ate' 10 Temp Chnge a 5 10 15 20 25 30 Length of Run (1t.) 35 40 45 50 70 90. 120 160 ArF 1.050 11 15 18 Thermal Expansion, AL (in.) 24 26 28 30 32 33 37 M .04 .OB .12 .16 20 .24 29 .33 37 .41 .57 .73 - .98 1.31 30, .06 .12 .18 24 .31 .37 .43 - .49 .55 .61 .86 1.10 1.47 1.96 40 ,08 .16 24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 50 .10 .20 31 .41 .51 .61 .71 .82 .92 1.02 1.43 1.84 2A5 3.26 60 .12 .24 37 .49 ,61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 70 ;14 29 .43 .57 .71 .86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 80 .16 .33 .49 .65 .82 .98 1.14 131 1.47 1.63 228 2.94 3.92 5.22 90 . .18 .31 .55 .73 22 1.10 129 1A7 1.65 1.84 2.57 3.30 4.41 5.88 100 20 Al .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 AL =12el (AT) AL = 12 (.000034) r- 40 x 50 AL = .82 in. or 1X0 Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table C). When designing Central BlazeMaster spr inlder systems, expansion of long runs must be considered 9 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- ples of control methods.) The expansion loops and offset tables are shown below. H the change in temperature and the inmamum tivorlang temperature are lower than thoseused 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 is greater than those shown in Tables U and E. Rem. Length of Run (It.) For conditions which are riot covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page C AT= 70T S = 1560 psi E = 3.85 x 10' psi Table D a Loop Length (30°F to 100°F) AT= 70°F Pipe size Ate' 10 20 30 40 50 60 70 80 90 100 120 140 160 Length of Loop (in.) r 1.050 11 15 18 21 24 26 28 30 32 33 37 39 42 _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 w 1!r 1.900 14 20 25 28 32 35 38 40 43 45 49 53 57 2' 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 2Y' 2.875 18 25 30 35 39 43 46 49 52 55 60 65 70 3' 3.500 19 27 33 38 43 47 51 54 58 61 67 72 77 11 Table F e Loop Length (70T to 150°F) AT = 80°F Pipe Size Nom. Avg. 0.0. 10 20 30 40 Length of Run (0.) 50 60 70 Length of Loop (in.) 80 90 106 120 1'40 160 3: 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 6F- 01Y' 1 W 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 1)P 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72-- 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 of Direction : Long Run of Poe T ae Hanger or Gulde . ReatreW Figure G • Expansion Loop and Offset Configurations Table H • Modulus of EIasticity & Stress vs Temperature Temperature *F 73' 80' 90' 1OD' 110' 120' 140' 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" fosil Example . Note: Table based on Stress and Modulus of Elasticity at 120°F Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10° psi Note: Table based on Stress and Modulus of Elasticity at 150'F Refer to Table H. AT = 80°F S = 875 psi E = 3.08 x 10` psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct aria: movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: F= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) 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) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal• culation of expansion given a defined thermal change and. to calculate the length of the expansion loop or offset in inches. How much expansion can be expected in a 240 foot run of 2" Central I31azeMaster 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 -40T 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 11 Support and Hanger Recommendations* ...�. .;ti svt��}��.rv'i-',n::i+':��.3•Ct!SLI..^�..'•��.,-�.Y-. �.. C,:':'i::• wu.^aMi ugz:l a• ��.•'.i�.�•'}' p: CUY.. 4i":,v Y9t)�;ct�1�%%�l�L�,'•!p'pa:iy.ti �,:-.ti�'ti�«:` .•.t �.-�;;:�I':: ;;iNi;;;;:"k ::b �k% CSC:- CPUC.. -. Model No. 22 (shown) Model No. 23 (shown) Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not 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.-C hangers for I/" pipe). Pipe hangers must comply with the appropriate Standard, NFPA 13, 13D, or 13R, whichever applies. Some local codes may not allow plastic to metal contact. In this case, plastic sleeves or viny electrical tape should be used to isolate the materials. Strapping pipe over] tight to a strut P PP 9PP Y 9 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 I HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco, Inc. and Alcon make three hanger/restraining devices that are available for use will Central B1azeMaster. The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as a restraining device. As a restraining device, invert the hanger so that the fastener is down- ward. Installation in this manner will prevent upward movement of the sprinkler head dur- ing activation. The Tolco Model No. 23, as shown left, or Afcon Model 510 can function as a hanger and a: a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hex head self -threading screw (furnished with the product) is easily installed using a recharge• able electric drill and a %6^ socket attachment. No predrilling of a pilot hole fs 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 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. Table L * Support Spacing "L" (It.) CPVC SDH 13.5 Temp °F Nominal Pipe Size /^ 1" 1 y " 114 ^ 2" 1214" j3'73' 5% 6 6% 7 8 9 Vertical Restraint 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) Y. inch 4' 3' 1 inch 5' 4' . 1 % inch 6' 5' 1 F inch T, 7' AY, inch 7' 7' 'Local codes have final authority on vahich types of hanger can be used. Hanger/Support Spacing Because Central BlazeMaster pipe is more rigid than other types of plastic systems, the support spacing shown in Table L shall be adhered to when installing the system. For exposed installations, Listed support devices shall be used which mount the B1azeMaster piping directly to the ceiling or side wall. When a sprinkler head activates, a significant reactive force is exerted on the 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 the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from ar:", 1" or 1!" pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used to brace the pipe such as a standard band hanger positioning the threaded sup port rod to A inch above the pipe or using a split ring or a wrap-around hang er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. It advisable to use lift restraint devices such as the Tolco Model number 2 which prevents the threaded rod from coming in contact with the CPVC pipe as shown to the left Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Tables N and N. When piping is suspended from a deck, hangers are squired to suspend the pipe as well as for vertical lift --straint. One support can serve as both. Drop locations :tween supports are acceptable in any location as long as support spacing is in compliance with Table M. Examples of where this type of hanging is used include: concrete decks .-:th rod and ring hangers, "pan decks" on I beams with C- c:amps, or concrete anchors, and under wood joists with slaps or rod hangers. See Figure 0. tigure Y. Side view When the piping is supported by wood joists or trusses, the structure provides the support, especially when the joists are close together. The only requirement v,lth this type of construction is to provide vertical restraint and hangers are not required When supporting CriiC piping below the deck, and when the supporting members are spaced far apart, it is important to brace for upward restraint per Tables M and N. Drop location between supports are acceptable in any location as long as support spacing is in compliance with Tables M and N. i ,y. v - urvp Leming insrai/arson, Maximum Table M A B Bar Joist (Relerence Table M)' �Y(Ret. Table NY E Any distance between su000rts Finished Calling Line Fig. Q • Sprinkler Drop Pipe Adjacent to Truss 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 Fi7C pip= or haing must be supported near a sprvilder head as shoran in Tables bt anc.' K.