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Miscellaneous - 108 PEACH TREE LANE 4/30/2018
I North Andover Board of Assessors Public Access Page 1 of 1 No�pk Nort : ndover Board£of,Assessors Frei_ 1aaoe a 4ss�`Nuset S- roperty Record Card Click Seal To Retum Parcel ID :210/098.A-0127-0000.0 FY:2012 Community: North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels a . Search for Sales - -- t .�< Summary _ t x xa Residence Detached Structure LL Condo 108 PEACH TREE LANE Commercial Location: 108 PEACH TREE LANE Owner Name: GOODMAN,ROBERT&LINDA Owner Address: 108 PEACH TREE LANE City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:9-9 Land Area: 0.32 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 3595 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 675,400 675,400 Building Value: 469,200 469,200 Land Value: 206,200 206,200 Market Land Value: 206,200 Chapter Land Value: LATEST SALE Sale Price: 845,000 Sale Date: 11/17/2005 Arms Length Sale Code`: Y-YES-VALID Grantor: PEACH TREE DEVEL. Cert Doc: Book: 9891 Page: 85 http://csc-ma.us/PROPAPP/`display.do?linkld=1893859&town=NandoverPubAcc 5/18/2012 Residential Property Record Card PARCEL—]D:210/098.A-0 127-0000.0 MAP:098.A BLOCK:0127 LOT:0000.0 PARCEL ADDRESS:108 PEACH TREE LANE FY:2012 PARCEL INFORMATION Use=Code �n 101 Sale Pnce 845,000 Book 9891 Read Type T' Inspect Date 05/20/2006` Tax Class T Sale Date: 11/17/05 Page 85 Rd Condition `P Meas Date: 05/20/2006 O GOODMAN, ROBERT& LINDA Tot FinArea 3595 Sale Type P e�y yCertfDoc � Traffic. M Entrance X Tot Land Area: 0 32 Sale Valid: 'Y Wait-6-r-7— Address: Grantor PEACH TREE DEVEL ewer: Inspect Reas S 108 PEACH TREE LANE M _ " _ _ u _.. _n. . _�._ ... NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / RESIDENCE INFORMATION LAND INFORMATION St le CL `Tot Rooms 9 Mm Fn Area: 1819 -Attic: NBHD CODE: 9 NBHD CLASS: 9 ZONE: R2 c . `." a_ " '. w- m `�"I Seg �yType Code Method Sq Ft Acres -Influ=Y/'N ValUe' Ciass Story Height: 2.75 Bedrooms: 4 Up Fn Area 1776 Bsmt Area: 1819 x, , _� __ _._ =�a_. �_,a_ d a,:,.., ,. . u Roof: G " `Full Baths ' 3Add Fn Area Fn Bsmf Area: 1 P 101 S_. .. 13838 0.318 206,157 Ext Wailk FB Half Baths 1 Ui n Area Bsmt Grade: VALUATION INFORMATION Masonry Trrm Ext Bath Fix 2 Tot Fin Area: p3595 ,� v Current Total: 675,400 Bldg: 469,200 Land: 206,200 MktLnd: 206,200 Foundafion: CNBath Qual k L RCNLD. 469231 Prior Total: 675,400 Bldg: 469,200 Land: 206,200 MktLnd: 206,200 ,� . ' Kitch C�ual_ L r Eff Yr Built "�2005� M�tAdt""�� Heat Type: FA Ext Kitch:� Year Built. 2005 + Sound Value: Fuel T Grade:- ,�. \/ .._ Cost Bldg: 469,200 -; Fireplace: 1 Bsmt Gar Cap:y2 ���Condition: VE ����'��Att~Str Val1:'-'-"" ' Cent- AC Y "'Bsmt Gar SF: `550 Pct Complete . „100Att Str Val2 Att Gar SF: 550%Good P%F/E/R: Porch Tvae Porch Area Porch Grade Factor P 134 W 168 SKETCH PHOTO YY 14168 � t "�► ' . r FU*.75/G' FU".75/FM"/8 ' y <? 33' 1819 S-qXt �� -. SSO Sq.Ft 22' g � E - 25 ZZ 1 2 3 . e 14 S-q. �,;,� ti ;� 108 PEACH TREE LANE i Parcel ID:210/098.A-0127-0000.0 as of 5/18/12 Page 1 of 1 5 $ r Date... ... II NORTI{ TOWN OF NORTH ANDOVER PERMIT FOR WIRING A 7 SSACNUS� ��`3 A This certifies that ........ ...:.�.T .................................7............................. TZ; has permission to perform - r - wiring in the building of _. at..... � ...... ,Noh Andover, over.,Mass. ...... Lic.Nod . . .........Fee.4:�c.. .......... ; 6. ELECTRICAL INSPECTOR Check _ x Commonwealth of Massachusetts Official Use Only Permit No. / 6•� Department of Fire Services f BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 11/99 � 1 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC 527 CMR 12.0 (PLEASE PRINT IN INK R E A IN AT QN) Date: City or Town of: To the Inspector of Wires: By this application the undersi d gi no ice o h's or her i ntion to er orm the electric work described below. Location (Street&Nu r) U Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building pernut? Yes. ❑ M1 No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undard a ❑ No.of Meters New Service Amps / Volts Overhead❑; Und rd g ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system i Completion of the followin table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ In- ❑ t o.o Emergency Lighting rnd. rnd. Ba ery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zona; No. of Switches No.of Gas Burners No.of Detection an Initiating Devices No. of Ranges No.of Air Cond. TotalTons No.of Alerting Devices No.of Waste Disposers Heat Pump Number Tons KW . No.of Self-Contained Totals: Detection/Alerting Devices _.i No.of`Dishwashers.. Space/Area Heating KW Local [] Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent No. o Water No.of No.o Heaters KW Ballasts Data Wiring: Signs No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecammunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless f the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) f, Estimated Value of Electrical Work: &J7 (When required by municipal policy.) (Expiration Date) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: SorN�icesSecurityLIC.NO.: Licensee: John S. Bassett Signature LIC.NO.: 1533C (If applicable, enter"exempt"in the license number line) Bus.Tel.No.: 60 q S94 5928 Address: Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Lic"see does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ ��.� .• , ,w`� ..-a. .�?•r+;�`�vim.,-..�vkn.+':.-�'.-.,- *--^ykr...=>"x y,.ham. +..:�.... .: 5997 Date..............( TOWN OF NORTH ANDOVER yp PERMIT FOR WIRING cmus This certifies that .......>�....� ..........................�....... k has permission to perform ......... �...... .................. wiring in the building of L�i9lL`Tv2' E' ...G L at............. ................................................................ .North Andover,Mass. Fee. tic.No: o1 Z........ �. .... .....:. , .... ELECTRICAL �� I, i Check # off ^ f DE/l,OI1WOMDWSAFM t No. 7 _ BQARDOFFIREPREVF1VIIrWRBGULAMV5527adRzz� Occupancy&Fees Checked APPUCATION FOR PERMIT TSO PERFORM ELEcnuCAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCB WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date r 114 la� Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) I O'� NA r Owner or Tenant Cep c,1,'P"—e_ LLQ Owner's Address 2 N N DO Q-t-r— Is this permit in conjunction witha bas' ing permit: Yes No (Check Appropriate Boa) b t Purpose of Building t� \` 6--1 Utility Authorization No. Existing Service Amps olta Overload [:] Underground Q No.of Meters New Service C Amps ' ° govotts Overhead r"I Underground ® No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No.of Lighting Outlets No.of Hot Tubs No.of ranstormers TOW KVA Na of Lighting Fixtures Swimuning Pool' Above Below Generators KVA ground and No.of Receptacle Outlets No.of Oil Barriers No.of Emergency Lighting Battery Unita Na of switch outlets No.of Gas Bumers No.of Ranges No.of Air Conti. Twat FIRE ALARMS No.of Zonas Tau No.of Disposals No.of Heat Total Total No.of Detection and Puny@ Tons Kw Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self CatWned Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal odw Connections No.of Water Heaters KW Na of No.of Signs Bailssia No.Hydro Massage Tubs No.of Motors Total HP OTHER' A ' ` >rst>t�tae�Ar�ettbQEtogtierralsl�st�t®1Lsws Ihareaaa�tliehtYylkam,aeFbicYircl�ldrBtbrr>pir� a�s�6s�r�tielegtivatmt YES Nes 0 Ihmes�rrti�dvaidptoafafser>zbtte0l$�Y14 11'Jcultenetfz*dYMpkwhkal drtfaot 1NSa by URANI� l� / G� � 1 �a 0 .� E EWn*dValaeafE1X tWWtsk$ wt�dcbsa�t � �� �n �le— � . Sgwd= afpajtf MtMNAUE 1A Sv tio= wonmlm� Na A1$01"off 2e,� I YWAAA A LitataeNo J Wi=%Na 9)f 6gZ t�7 `-� c S �rJ Ak1eLNa q 1'i cQ3 5638 s CWI,WSINSURANMWAMR-lamaweeedudrLion,sell,algdrirueaomporicts neloglivala1t8s1aq�byMaMts0GffnWLm arddv1mys;gnduandtp= tappdcm --d-WhgM46mrial (Please clock one) Owner � Agent Telephone No. pB1tMIT FEE S DER1BT11WOFPURMSrlFM Pertnit No. Ba4RDOFFDREPREmVnUNRBcU1 MM5z10N ,UW Occupancy 3 Pon Checked APPUCA71ONFOR PERMITTO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WTM THE MASSACHUSSTS ELECTRICAL CODE,527 CMA 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Da Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street dt Number) I n Owner or Tenant t2 p,c,�, .;� Owner's Address 2 3 S�� a s k• N . 3�'cr►�ec - � �" Is this permit in conjunction with a bu' ' g permit: Yes (Check Appropis'ate Box)L ] No Ot %q 3 33 Purpose of Building Utility Authorization No. Existing Service Amps Volta Overhead Underground No.of Meters New 3e da S266 amps p NOVolts Overhead Underground No.of Meters _ Number of Feeders and AmP8dty Location and Nature of Proposed Electrical Worst Na of Lighting Oudm No.of Hot Tula No.of Tr ww mra Total KVA Na of Lighting Rxm a Swimming Fool' Above Below Generatom KVA ground 1:3 No.of Receptacle Outlep No.of On Busum No.of Emergency Lighting Battery Unita Na of Switch Outlets No.of Go Burners No.of Recess Na of Air Cond. Total FIRE ALARMS No.of Zones Ton Na of Diaposab Na of Heel ToW Total Na of Detection sed P011010 Tons KW Initiating Dwic a No.of Dishwalun Spam Ara Healing KW Na of Sounding Device Na of self C.orwbted fFNo.of Dryas r Heating Devices KW Loal Maddpd Ods Connections 5997 Date...... ........................i )-s NORTH TOWN OF NORTH ANDOVER o p PERMIT FOR WIRINGYO NO omenkslede of by 3SACHUS V This certifies that /�� ......0 .. #...1. f�© � �' VatneafDecairalWak s has permission to perform ........ Rml ................... F- / ............................... wiring in the building of ����'� E L-L e- LizaNn. at............. . IicaseNo .. ,North Andover,Mass. EhaidanTel.Na 919 ee. Llc No. AL'I�1Na S ) YZ.� `��3 E / ELECTRICALINSPE (T check it f - °� Mesaacfi>se�C�altzelL9wa r yERWr .'. FEE 2_ �oZ� �o�.�x- v !� S.,e�' Aa�.t, Sc 2 v D fc 8— ��- o r ��,5 � � ; , CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 568 2(4/4/2005) Date: November 17, 2005 THIS CERTIFIES THAT THE BUILDING LOCATED ON 108 Peachtree Lane MAY BE OCCUPIED AS SINGLE FAMILY DWELLING IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Peachtree Development 231 Sutton Street Nor over Ma 018 5 "Ow r40- Building Inspector �. OR �j ONM ® - - . 1 : I over No. kr4 . rt1VAndover, Mass., nes- BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT....... .... �'0'a 1.� vBUILDING INSPECTOR .............................................. ................ 4,. i41 Foundation � � , 4.� �...- O �� A arc`j - d ............ ..r has permission to erect............. ........... .............. buildings on ........ ... ..�........ .................................................. Rough �-- p o® �f �4C�roQ G�! r� himney ., let Z-r3/� tobe occupied as .. ...........0!i!�. ...................................................................................................... ./ .... .. ..... himney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-JAws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. ?*//o) '*7 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. gr �—�� ,c if— P 'q!.'..'{1 N � S RN 10 T H S T'\, _ ?a `, T ELECTRICAL INSP TOR ._.� -.N - a J. •i�� F 3 .? S' .1Tom•'' • e Rough .. ..... ................................ .. ............. ............................ Service ... . .. .. . . . . .... BUILDING INSPECTOR �.-Fing-j�, i �t. E, .r GAS INSPECTOR Display in a Conspicuous F'icuous Place on the Premises — Do Not Remove °u No Lathing or Dry Wall To Be Done FIRE DEP ENT rll Until Inspected and Approved by the Building Inspector. Burner. t w -. a.�.�� .., m�• Street No. ,� SEE REVERSE SIDE Smoke Det. Location / I S (/"-P,)(oC No. Date ICL _ r of401tTM �� TOWN OF NORTH ANDOVER 3? � . oL F 9 i Certificate of Occupancy $ • __._. Y V/)U- Building/Frame Permit Fee $ s�cHus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ y 1740 Check # a06Do�S�' 18,2 3 'Building Inspector OPEN SPACE A-2 654,850 S.F. D� 15.03 Ac. OSED DRAINAGE 1� E `eAC� " ti EASEMENT N�0°21 1.2 6' N ' 4.4' LOT 16In � 13836 S.F. II �� 0.32 Ac. � I O FOUNDATION U ND ATION TOP 0 _l = 75.69 I � J ELEVATION 2 I �? a I� N 10 N I I ! Z •�� � I 5.4I 2 _75.97 44.26 R-310.0' L 4 OF 8005, E �y N6 „ HEN M. N to NNE LEIc - REE CHT .k SUR��Q 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 REQUIRED 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 BE USED FOR PROPERTY COMMUNITY PANEL NO. 250098 0006 C UNE DETERMINATION. DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED IN AN ESTABLISHED 100 YR-FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 16 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. y NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, LLC 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MASSACHUSETTS 01810 SCALE: 1"=30' DATE: 04/28/05 Location /A No. ` Date /7/-Il "4n6� w AORTpl TOWN OF NORTH ANDOVER F 9 t Certificate of Occupancy $ �'�J ^°• MUS t<� Building/Frame Permit Fee $ AC Foundation Permit Fee $ s Other Permit Fee $ TOTAL $ 4 1 j Check # a r�4 o" , 18 1 66 Building Ins6.e6tor 'TOWN OF NORTH ANDQVPR . BUILDING DEPARTMENT "PLICAn0NT0C0N9=UaE29&1;J&IQOVAT OR.DEMOI X01 A:ONE OR TWO FAMILY DWELLING BUa DING PERM NUMBER DATE ISSUED: (6 SIGNATURE: comanissioner ofBuUdings Date z SECTION I.SITE";WORMATION 1.1 Property Aftess: 1.2 Aasesaara Map and-Paroet Number . ��pp 1n ' Map Number Panoel Number AMk - 13 Zming Jofomffiim:: IA hvpety lamq�iom A&3c 46 Zamn > a 1.4 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Prvvide Piwided Provided LTWsaer Supp}yMQX-GAO 34) 1.1 FloodZwo> m l.E' Sw+=WDispml3)s� L7W Puv�to 1. Zaeo Oauide El9MZw $' Momi W all S WDi w"Sy 0 SECTION 2-PROPERTY&WN R.SHIPIAUTHORUMD AGENT _ 2.1 Owner of Record f, Pa c�A(2e . eI �n�T uc c D 3( Name(Print) Addross for Service: 8� Si T&Phonc �22(honer of Rncoad: - 0 Namo Print Addrew for Smvice: z M ' Si re Tet bona SECTION 3-CONSTRUCTION SERVICES 3.1 l.icaascd Conslr+iction Supcnisor: Not APPS 0 dV\:,A P VA a M kUA ACL � Q��j �(�/7 lkeawA CmAn(atim Supervisor Licena Numbor 5f( c e vvlC o�B�N D � oq > Exgiratiw Pon Signatu Telephone r - . 7 < 3.2 P4siftvod H6mo lmp wimmt Contractor Not Applicable 0 ��1 Company Nama M Registration Number r° Address EVintti n Rube Si Telephone G) 4 SECTION 4-WOfi)KEI1.S COMPENSATION(KC-L C 152 § 25c(6} Wofkm Composatim Iasum=affidavit must be coapltod and submittal wi*this sppticatioa. Falure to pmvido this a wavit will result ifl the doa;al of the issuaacc of the bui '-- -- . _ affidavi6Attubcd Yea...... No.......a SEC 7ON 51wicrl er- Work dwu&ks� New Construction' Existing Building ❑ Repair(s) ❑ Alterations(s) 0 Addition 0 Aory Bldg. ❑ Demolition ❑ Other D Specify Brief Description of Proposed Work J Ci r SECTION 6-BSTIMATBD CONSTRUGZTON.COSTS Item Estimated Cost(Dollar)to be Co dedby applicant, 1 Building (a) ButldiizgPa nit Fee 3 19 c) MU Ifolier 2 Electrical , (b) T°taCosfpQOO 5�71 q 5 3 Plumbing. c»o Building Permit fee(e)x.(b) , / � 4 Meclmnicd 2ffAJC o0o 5 Fig p 6 Total 1+2+314+5 5-67 G Check Number' SECTION 7a OWNER AUT HOMAT[ON TO BE COMPLETED WHEN . OWNERS AGENT OR CONTRACTOR APPLIES FOR MUDING FUMT J� L \, cea w4;� (---ff ,meter/Authorized Agent of subject property Hereby au 1tie. %A QL w.i4jQI_a. j to act on My ]ative to zized by this building permit applicatiop 3 05- S SS' tore. Owner Date SEC1101117b O'WNEWAUTHORRMD AGENT DECLARATION I, a�/,) C'� e JAuthorieed Agent of subject Property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of m know Hereby eg g P'F y ledge and belief Print Name tBASFIvM e of / ent Date STOOR SLAB ryFLOOR.TZMERS ] 7/6"t f 2 %"1 l 3 2KIO r471i c SPAN 410-& -e '- 3 mIx D24ENSIONS OF•SHI.S -- -- Z)x6 `. DIMENSIONS OF POSTS 3`/a" LTL. t l( DBAENSIONS OF GIRDERS Vax- 3 Z/ ' HEIGHT-OF FOUNDATION THICKNESS SIZE OF FOOTING a '` X do MATERIAL OF CHIMNEY Me 4a � IS BUILDING ON SOLD OR FILLED LAND 5,, I5 BUILDING CONNECTED TO NATURAL GAS LINE 2. QORM U - LOT RELEASE FOl -.,v INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT eacLTQee I�Je�o on.T UC PHONE 975- 7 6SVv LOCATION: Assessor's Map Number /&q PARCEL 7 SUBDIVISION int-ac'4T2e-e .*vvi LOT (S) STREETPcicr2�.p ST. NUMBER 108 USE ONLY** *** *** * *** *** ** RECO NDATIONS OF T WN AGENTS: CONSERVATION ADMINIST OR DATE APPROVED A� yy DATE REJECTED , COMMENTS I TOWN P ER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS I PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEW Y PERMIT ./- FIRE DEPARTMENT Z QST RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm - - -- -- - I i I i I FORM J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town aFNorth 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 7527, Page 143; or registeredin Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book Page has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts`, Plan dated October 24, 2002, last revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the restrictions as to sale and building specified thereon. Lots designated on saidPly n 1 as follows: (-Lot Number s and street s) Lots 10 through 19, inclusive, Peachtree Lane b. (To be attested by a Registered Land Surveyor) I i hereby certify that lot number (s) Lots 10 through 0 inclusive. on Peachtree Lane do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover. Massachusetts''. lJf %`;_ " : co`E Registered Land .Surveyor ^� l of 2 E / , lit fl:( c. The Town of North Andover, a municipal corporation situated .in the County of Essex. Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated 20 and/or Covenant dated Mav 20, 2003 from Bi( 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 Boot: PaLe aclmowledaes satisfaction of the ter ` ms thereof and hereby releases its ri,-,ht title and - interest ill the lots designated on said plan as follows: Lots 10 through 20, inclusive, Peachtree Lane EXECUTED as a sealed instrument this f day of May, 2004. Majority of the Planning Board f� of the Town of � eG North Andover C(`,1VIMONWEA11UT111" OF MASSA CIF-FU SETTS' County of Essex, ss On this ji- day of May, 2004, before me, the undersigned notary public, personally appeared R( f{ ,�,u SFS. T_ ,proved to me through satisfactory evidence of identification; Ntihich is r, ,-< tf'" to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose, as member(s) of the Planning Board of the Town of North Andover, Massachusetts, -� NOTARY PUBLIC-I), � My Commission Expires:�`S ,•� 2of2 ;h0271578.2 1 :�; r1fv1 (WED) JAN 21 2004 6' 3/ST. 6:18/No. 6802897118 P 4 O Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSo(tware Version 3.5 Release Id Data filename:K:\Laudani\Pcachtrcc\HouscD\.housed.rck 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 PROJECT DESCRIPTION: Peachtree Farre DESIGNER/CONTRACTOR- Peachtree Development LLc. COMPLIANCE:Passes Maximum UA.—549 Your Home UA_548 0.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1468 30.0 0.0 51 Ceiling 2: Cathedral Ceiling(no attic) 521 30.0 0.0 19 Skylight 1:Wood Framc:Double Pane with Low-E 6 0.420 3 Wall 1:Wood Frame, 16'ox. 2998 11.0 0.0 229 Window 1: Wood Frame:Double Pane with Low-L'•' 323 0.320 103 Door l:Solid 42 0.180 8 Door 2: Glass 62 0.340 21 Floor I:All-Wood Joist/Truss:Over Unconditioned Space 2457 19.0 0.0 115 Furnace 1:Forced Hot Air,80 AI;UE 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 bccn designed to meet the Massachusetts Energy Code requirements ut REScheckVersion 3.5 Release I (formerly MECehec4 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 14.4. .FR0M O (WED)JAN 21 2004 6:23/ST. 6: 18/No. 6802897118 P 5 ' 0 Date Ruilder/Des�gner I I i -�' ``' ✓le -�o�r✓� o.�./�aaaaclucaelta..:. BOARD OF BUILD[ G REGULATIONS: License: CONSTRUCTION SUPERVISOR Number'CS 088997 v Bir h ate 090091/1969 s E.—x-h09/0Tr,no: 889.97 _ Re'stricte'd '00 MICIAEL.V MA NOLAE 7 SENECA ST METHUEN, MA Commissioner f . W The Commonwealth ofMassacl.ett, Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Name ( . L— Please Print i Name: Location: !Y Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers'compensation for my emplPoyees working on this job. Goin an name: Tj( �Ul . �. GiNNQ S� �" PizvP +-tJo r✓Mi°t ycQSl Address ow )J ---------------- Ci U Phone'#: U Insurance.Co. S . Polis # Company name: (g.S 170. wrt) Address f i Ci 2 Al Phone#: Insurance Go, Poli # - S j -Q Z 3 Failure to secure coverage as re uir , under Section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine up to$1,500.00 and/or one years'imprisonment. _well.as_ci%ni,penaltiesjn fhe.fnrm cfa_STOP WORK_ORQ..ER,and_a.fine:of.($7D0.0.0)..aAayagainst-me, I understand that a copy of this s ement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby c r. nder the ns and penalties of perjury that the information provided above is true and correct. Si nature �� � f�irL � ( /� (� Date 1i D Print nameSP1 A ,417 P.hs�ne ���� S�C� �� 66- f'i't✓7U �- S Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensin ❑Check if immediate response is required Building Dept Licensing mg Board Contact persona [] Selectman's Office Phone#: Health th Department Other r C , l GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN,,,'-OF NORTH'ANDOVERBUILDING DEPARTMENT This form shall be used to asslst,the Building Department:in their determuationof 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 reiluested below., . rerinit Applicants7 Property address Map/Parcel Applicant's Phone., Single Fariilly. I the undersi ed air licant fpabove r ertattest that the attached buildin TWO Family pp' pop y, g permit for whidi this form is completed does comply with the E`EMPTION section 8 7 6 ofthe Growth Management'Bylaw I also understand pcovidlgth'is:foim does not absolve me or any party to thts,permit from the requirements ol'obtaming other permits"required priorfo the issuance of the building permit Further 1 understand thatmy interpretation ofthe exemption status is-subject to review,by the Building Department and?is only' officially accepted when the building permit is issued Based on section 8.74of the North Andover Growth BYlaw the above lot and'the work as apphed'for on the above lot;!the building Perini[application and.assoctated_attachments,complies with one or more oftlie:following sections as indicated by a:check:mark. This is an application for a buildlg per for the enlargement,restoration or ieconsCrudion of a dwelling m existence as . of the elTedive date ofthis bylaw'provided that no add itimialfresidential unit is created P The lot(s)was/were created prior to May 6 4-996`&W,are exempt from the provisions of section 8 7 ofUte Zonlg Bylaw.• r This application is for dwel!!g`units for low and or,moderate income farmhes or mdividuais,where all ofthe condiEions. , . of 8 7 6 are met and or,represents dwelllg°un>is for`senior residents,where occupancy of-the units is restricted to senior citizens" through a properly;executed,and,reeprce, deed restriQion Winningwith Uie Land.For purposes of this se2tion"senior shall mean persons overthe age of:55 w . � -~" This a licdtion is art of a develo meet pp P p Proles which+volintanly dgreed to a•rninirnum 40% ennanent reduction in . density(buildable lots);below the density permitted under zonlg and feasible given the environmental conditions of the tra surplus land equal to at_least ten buildable acres and: etmanentl deli d With the P y gnated`as open space or,fa{mldri The land to be preserved.shall be protected from development by an Agicuttural Preservation Restriction Conservation Restriction,dedication to the Town,or other similar mechanism approved by tNe plannuig board that will ensure its protection. This apphgtion represents a trail of land,existmg and not held by a Developer in common ownership with an adjacent parcel on the effective date ofthis Sedion.8 7 and shallreceive a onetime exemption from_the Planned Growth Rate and, Development Scheduling provisions for the,purpose'of constiuding onesuigle family dw,elimg unit,on the parcel. This application-represents a lot'which is ready for a buildtng permit(all other perrmts from all other boards and commissions have been received and the proled ism con 'iance with those permits) and the Development Schedule does not accommodate issulg a tiuildlg permit in tfiat year ;One building permit will be:issued per year per Development until"such time as the development schedule accommodates issuing build!%perrarts Applicant must submit,an approved FORM U with this EYEIv1PTION. �i PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD}ASSIST THE BUILDINGDEPARTMENT IN MAKING A' DETERMINATION THAT THIS"APPLICATION Al ALLOFOWED UNDER ONE,OR MORE THE ABOVE EXEMPTIONS BY SIGNING BELOW TATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS'ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER IUNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE`.1NFORMATION OR fHE CHECKING OFF OF A'ABOVE EXEIviPTION H DOES NOT COMPLY,WHE THER DONE TO MY KN NOT IS G FORS ERUSAL T. B DING DEPARTMENT TO ISSUE.A BUILDING P RIvIIT. OEDGE OR AP LI SSI NATURE THIS FORIv1 TO BE ATTACHED TO THE BUII DING PERMIT APPLICATION . 0`, !1 ! use C D t�eac�-�-►�ee �o�. e Building Permit Check List Lot# Date �1 Building Permit Application completely filled out a Signed by Construction Super b Signed by Peachtree Represenative c Square footage of house on permit [g/2 Form U signed off a DPW(check for sewer tic in) b Fire Department c Planning Department d Conservation(check for wetland bond,where applicable) a3 Groxvth Management Foran ® 4 Certified Plot Plan as built.foundation plan required for constriction permit 2"-5 Copy of Construction Supervisor's License v(6 Workman's Comp Affidavit 7 2 Copies of Building plans ✓include a copy of the sprinkler plans ct (if applicable) 99 Cope of the Mascheck (energy audit) �10 Copy of the Form J F] 11 Check for Permit a Foundation Permit b Building Permit I dam Mond -i� 10RT1 N L N � Town of North Andover • � O+ rZiiea4 Building Department '` °""CHU iss�caus� 400 Osgood Street North Andover MA 01845 978-688-9545 Fax 978-688-9542 APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS/LOCATION OF PROPERTY : hQnt DATE REQUESTED FILED/READY FOR INSPECTION 1, CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY DOLLARD $20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Signature Octr OFFICIAL USE ONLY ROUTING D.P.W. WATER METER Sl f ' DATE ltlks D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. Ka A I A alk SIGNATURE/ PW AUTHORIZATION APPLICATION CERTIFICATO OF OCCUPANCY revised 11.15.2004 I i y� =� Peacktre FA M G , November 14, 2005 Mr. Gerald A. Brown, Inspector of Buildings Building Department Town of North Andover 400 Osgood Street North Andover, MA 01845 i Dear Mr. Brown: We are requesting a Certificate of Occupancy inspection for 108 Peachtree Lane (Lot 16) at Peachtree Farm on Wednesday,November 16, 2005. Please let me know if you have any questions or if you would like to schedule a time to walkthrough the house. Thank you for your attention to this matter. Sincerely, Brian Darcy Project Manager Peachtree Development, LLC Peachtree Development, LLC P.O.Box 907• North Andover,MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net Atlantic Design resources Ltd. 152 Portsmouth Avenue Stratham,New Hampshire 03 885 Phone 603/418-0764 Fax 603/418-6375 asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJECT LOCATION 108 Peachtree Lane. Lot 16 Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, MA 01845 PROJECT 205006 Rev. -- THE ENCLOSED INFORMATION WAS USED IN PREPARING THE,DRAWINGS.FOR THE REFERENCED PROJECT,WHICH ARE A PART OF THIS SUBMITTAL: THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL.CHARACTERISTICS,WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. a Atlantic Design Resources Ltd Y 152 Portsmouth Ave. Stratham, NH 03885 H Y D R A U L I C CA L C U L A T I O N S C O V E R S H E E T 108 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 94 RESIDUAL PRESSURE (psi) 36 RESIDUAL FLOW (gpm) 995 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 11.11 THIS SYSTEM OPERATES AT A FLOW OF 28.42 gpm AT A PRESSURE OF 44.30 psi AT THE BASE OF THE RISER. (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC I I i Atlantic Design Resources Ltd t I 108 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ J 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 25.00 14.42 11.78 0.00 11.78 22 4.20 25.00 14.00 11.11 0.00 11.11 THE SPRINKLER SYSTEM FLOW IS 28.42 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 .IS 0.00 qpm [ ] 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 48.42 gpm AVAILABLE PRESSURE 93.79 psi AT 48:42 gpm OPERATING PRESSURE 52.13 psi AT 48.42 gpm PRESSURE REMAINING 41.66 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ J DETECTOR CHECK VALVE [ ] OTHER DEVICE i I I Atlantic Design Resources Ltd 108 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 2 � i FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 28.42 75.00 23 3.32 .120 18 1.265 . 0.100 0.000 52.13 44.30 7.83 2 3 28.42 8.00 22354 4.98 120 18 1.265 0.100 1.733 44.30 41.27 1.30 3 4 28.42 35.00 22233 7.97 120 18 1.265 0.100 0.000 41.27 27.97 13.30 4 5 28.42 21.00 33 7.95 120 9 1.400 0.061 9.100 27.97 17.11 1.77 I 5 6 28.42 8.00 32 9.27 120 - 9 1.400 0.061 0.000 17.11- 16.05 1.06 6 7 28.42 6.00 3 3.31 120 9 1.109 0.190 0.000 16.05 14.29 1.77 7 8 28.42 6.00 3 3.31 120 9 1;109 0.190 0.000 14.29 12.52 1.77 8 21 14.42 7.00 33 6.62 120 9 1.109 0.054 0.000 12.52 11.78 0.74 8 22 14.00 15.00 322 12.59 120 9 1.109 0.051 0.000 12.52 11.11 1.41 A MAX. VELOCITY OF 9.43- ft./sec. OCCURS BETWEEN REF. PT. 7 AND 8 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.T. U.S.A. WATER SUPPLY/DEMAND GRAPH t 108 Peachtree Lane N.Andover,Ma NFPA-13 D 2 head sprinkler test 150.00 140.00 130.00 120.00 t' P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 I U 60.00 i . R 50.00 E .40.00 y i ,. 3 30.00 20.00 s � 10.000 10 s - 0 500 1000 1500 2000 Demand: 52.13 psi @0 48.42 grpm Supply: 36A0 psi 995.00 Spm FLOW rir�kl+ r- 4L 7 VI1ir�e tqc Pira & Building Products EENTRAL Customer Service/Sales: Technical Services:Tel:(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 standards of any other authorities hav- General ing jurisdiction. Failure to do so may impair the integrity of these devices. Description The owner Is responsible for maintain- The Series LFII (TY2284) Residential Ing their fire protection system and de- m, Flush Pendent Sprinklers are decora- vices in proper operating condition. tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in reslden-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. #>a••;-;;;: r apartments, dormitories, and hotels. .:,;r, �;;�-d M.;;.�;.�;e� When aesthetics is the major consid- S rinkler/Model eration, the Series LFII (TY2284) p <. should be the first choice. identification The Series LFII are to be used in wet pipe residential sprinkler systems for Humber one- and two-family dwellings and manufactured homes per NFPA 131); SIN TY2284 wet pipe residential sprinkler systems for residential occupancies up to and Technical including four stories In height per Operation NFPA 13R;or, wet pipe sprinkler sys- Data tems for the residential portions of any The sprinkler assembly contains a occupancy per NFPA 13. Approvals: small fusible solder element.When ex- The Series LFII (TY2284) has a 4.2 UL and C-UL Listed. posed to sufficient heat from a fire,the (60,5) K-factor that provides the re- Maximum Working Pressure: solder melts and enables the internal quired residential flow rates at reduced 175 psi(12,1 bar) components of the sprinkler to fall pressures,enabling smaller pipe sizes away. At this point the sprinkler acti- and water supply requirements. Discharge Coefficient: vates with the deflector dropping into The flush design of the Series LFII K=4.2 GPM/psi1/2(60,5 LPM/barl/2) its operated position (Reference Fig- (TY2284) features a separable es- Temperature Rating: ure 1C),permitting water to flow. cutcheon providing 3/8 inch (9,5 mm) 1620F/72°C vertical adjustment. This adjustment Vertical Adjustment: reduces the accuracy to which the pipe 3/8 Inch(9,5 mm) drops to the sprinklers must be cut to help assure a perfect fit installation. Finishes: Sprinkler and Escutcheon: The Series LFII (TY2284) has been White,Chrome,or Black designed with heat sensitivity and water distribution characteristics Physical Characteristics: proven to help in the control of residen- Body . . . . . . . . . . . . . . Bronze tial fires and to Improve the chance for Deflector. . . . . . . . . . . Copper occupants to escape or be evacuated. Valve Cap . . . . . . . . . . . Brass Orifice Seal . . . . . . . . . Copper WARNINGS Heat Collectors . . . . . . . Copper. I The Series LF11(TY2284)Residential Flush Pendent Sprinklers described herein must be installed and maln- tained in compliance with this docu- ment, as,well as'with the applicable standards of the National Fire Protec- tion Association, In addition to the Page 1 of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 f _ Minimum Flow N and Minimum Flow(e)and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area tat Ft. (Max.2.Inch Mise (Max.81nch Rise Three sprinkler design when there are mon: Ft.x Ft. (m) for 121nch:Run) for 12 Inch Run) than two sprinklers in'a compartment. (m x m) 162°17172"C 162"F/72"C 162"Ff72°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) U04 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) 1 (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) (5,6) 18.4 01(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a)For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Requirement is based on minimum flow In GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE a NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LF 1(TY22B4) RESIDENTIAL FLUSH PENDENT SPRINKLER mending sprinklers.The minimum re= Design quired discharge from each of the four Beam Ceiling sprinklers eg: is to be the greater of the Design Criteria Crrter/a following: The Series LFII (TY2284) Residential • The flow rates given in Table A for The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL NFPA 13D and 13R as a function of Flush Pendent Sprinklers are UL and Listed and C-UL Listed for installation temperature rating and the.maxi- C-UL Listed for installation In residen- in accordance with the following crite- mum allowable coverage area. tial occupancies-with horizontal cell- ria. . A minimum discharge of 0.1 gpm/sq. Ings (I.e., slopes up to a 2 inch rise NOTE ft.over the"design area"comprised over a 12 inch run)with beams when of the four most hydraulically de- installed in accordance with the follow- When conditions exist that are outside mantling sprinklers for the actual Ing criteria: the scope of the provided criteria,refer coverage areas being protected by General Information.The basic con- to the Residential Sprinkler Design, the four sprinklers. cept of this protection scheme is to . Guide TFP490 for the manufacturer's recommendations that may be accept- Obstruction To Water Distribution. locate the sprinklers on the underside able the local Authority Having Jurus- Locations of sprinklers are to be in of the beams,Ref.Figure 4, (not in the diction. accordance with the obstruction rules beam pockets); to identify the main of NFPA 13 for residential sprinklers. beams that principally run in one direc- System Type. Only wet pipe systems O erational Sensitivity. The s rtn tion as"primary beams";and,to!den- may be utilized. P Y P s ` tify the beams that run principally per- Hydraulic Design. The minimum re- position per Figure 1 with the provided be present(or in some cases may be quired sprinkler flow rate for systems escutcheon. designed to NFPA 13D or NFPA 13R necessary for proper sprinkler protec- are given in Table A as a function of Sprinkler Spacing. The minimum tion),as"secondary beams". temperature rating and the maximum spacing between sprinklers Is 8 feet. primary and Secondary Beam allowable coverage areas.The sprin- (2,4 m). The maximum spacing be- Types. Solid surface, solid or hollow kler flow rate is the minimum required tween sprinklers cannot exceed the core,combustible or non-combustible. discharge from each of the total length of the coverage area(Ref.Table number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Primary and Secondary Beam Posi- fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. tioning. Directly attached to the un- coverage area,or 20 feet for a 20 ft.x derside of a combustible or non-com- For systems designed to NFPA 13,the 20 ft.coverage area). bustible smooth ceiling at any number of design sprinklers is to be elevation. the the four most hydraulically de- Primary Beam Cross-Section:Maxi- TFP4;0 •y - Page 3 of 8 WRENCH RECESS #4948 WRENCH&SOCKET COMBINATION 3/32"(2,4 mm)TYP. FACE OF DO NOT SPRINKLER OVER-TIGHTEN r'- -� FITTING. ACCEPTS WRENCH I _J 318"SOCKET - 29/3213/16" 04947 DRIVE \ (23,014,8 mm) SOCKET \ -� mW u MOUNTING FIGURE 2 CEILING LEVEL SURFACE SPRINKLER SOCKET TOLERANCE WRENCH&SOCKET COMBINATION LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2"(50 mm)DIA. r- - I 29/3213/16" t I 2-1/4' (23,014,8 mm) _ - (57,2 mm) O HEAT f COLLECTOR FIGURE 3 2-15116"(75 mm)DIA. PROTECTIVE CAP REMOVAL TOOL B 1/2'NPT r- -� 7116'(11,1 mm) J NOMINAL MAKE-IN 9/16'(14,2 mm) I_ J 15/16'(23,6 mm) O DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII(TY2284)RESIDENTIAL FLUSH PENDENT SPRINKLER i Page 4 of 8 TFP420 mum depth of 14 inches and the max[- Sprinkler Types. Series LFII mum width is unlimlted.The cross-sec- (TY2284), 162F, Flush Pendent Resi- A tional shape of the primary beam may dential Sprinklers. z be rectangular to circular. Sprinkler Coverage Area and Hy- Secondary Beam Cross-Section. draulic Design.The sprinkler cover- E E Maximum depth to be no greater than age areas and hydraulic design criteria CD V the primary beam and the maximum as presented in the Table A for"Hork width is unlimited.The cross-sectional zontal Ceilings"are to be applied. N shape of the secondary beam may be Sprinkler Position. The bottom of rectangular to circular. heat collector to bottom of primary Primary Beam Spacing.The primary beams for the Series LFII (TY2284) beams(Fig.5A)are to be 3 ft.-4 in.to Flush Pendent Sprinklers is to be 6ft. from the compartment wall to cen- 23/32 to 1-3/32 inches (Fig.4A).The �2 FLUSH ter of the nearest beam and from cen- vertical centerline of the Series LFII ' TY2284 PosmON ter to center between beams. (TY2284)Flush Pendent Sprinklers is Secondary Beam Spacing.The sec- to be no greater than half the primary B ondary beams principally run perpen- beam cross-sectional width plus 2 dicular to the primary beams. inches from the centerline of the pri- 2 mary beam(Fig 46). E E Secondary beams of a depth equal to the primary beam must be placed so NOTES v m that the beam pockets created by the Core drilling of beams to allow the primary beams do not exceed 20 feet installation of sprinkler drops requires in length(Fig.5B), consulting with a structural engineer. N NOTE Where core drilling is not permitted, c' When the beam pockets created by the previously stated sprinklerposition the primary beams exceed 20 feet rn criteria-for the Serres LFII for t - length, the installation will require the Pendent Sprinklers allows for he TY2M .use of secondary srinklerdro beams as described p p to be placed adjacent to MAXIMUM he primary beam. t ONE-HALF BEAM above. Otherwise, secondary beams wioTH PLus need not be present. Beam and Soffit Arrangements. A . 2'(50,8 mm) Secondary beams of a cross-sectional soffit is permitted to be placed around depth greater than one-quartet the the perimeter of a compartment with depth of the primary beams are to be the beam arrangement within the sof- a minimum of 3 ft. - 4 in. from the filed area(Fig.6). RGURE 4 compartment wall to center of the The cross-section of the soffit may be SPRINKLER POSITIONING nearest beam and from center to cen- any size as long as it does not create UNDER PRIMARY BEAMS ter between beams(Fig.5C). an obstruction to water distribution per Secondary beams of a cross-sectional the obstruction rules of NEPA 13 for (Refer to the"Beam Ceiling ry residential sprinklers. Design Criteria"section) depth no greater than one-quarter the depth of the primary beams may be When soffits are present, the pre- placed at any compartment wall to viously provided 3 ft: 4 in, to 6 ft. center of the nearest beam distance "compartment wall to adjacent beam" and from any center to center distance distance for the primary and secon- between beams(Fig. 5C). dart'beams is to be measured from the Lintels.Lintels over doorways exiting face of the soffit as opposed to the the compartment must be present.The compartment wall. minimum height for the lintels is 8 NOTE inches or no less than the depth of the Although the distance to the beams is Primary Beams,whichever is greater. measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. I TFP420 Page 5 of B ALL FIGURES: A--��—A--�-t—A— I DISTANCES ARE i MEASURED TO 14'(356 mm) COMPARTMENT MAXIMUM WALL FACES AND svr :: :.',•:: ;>. ::��.;>�;+..v TO CENTERLINES 'r OF BEAMS 4 A=34'10 V-0'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14'(356 mm)MAXIMUM DEPTH PRIMARY BEAM 20'0'(6,1 m) MAXIMUM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0"(6,1 m) A=3'-4'ID6'-0"(1,0101,8 m) FOR PRIMARY BEAMS HAV- SECONDARY B ING A 14"(356 mm)MAXIMUM BEAM DEPTH B=20'-0-(6,1 m)MAXIMUM f' FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY +:. DEPTH TO PRIMARY BEAMS BE AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED (6,1 m) COMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN W-Cr(6,1 m) A � A �C � A=3'•4'to 8'-0'(1,0101,8 m) 'ii.'. :;i'7.titi"7%iv�r %•>i �.sti" :: •r.;� FOR PRIMARY BEAMS HAV- ING AVING A 14'(3.56 mm)MAXIMUM SECONDARY C DEPTH BEAM F C=T-4'(1.0 m)MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY _Dr_ BEAM C=ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25%OF *REFER TO 1 PRIMARY BEAMS FIGURE 5B COMPARTMENT FOR SPANS WALLS EXCEEDING +:,;.:n. ;,;. .r.,• 2W-O"(6,1 m) FIGURE 6C COMBINATIONS OF PRIMARYAND SECONDARY BEAMS FlGURE5 BEAM ARRANGEMENTS (Refer to the`Beam Ceiling Design Criteria"section) TFP420 Page 7 of 8 spection,testing, and maintenance of their fire protection system and de- . Limited Ordering vices in. compliance with this docu- ment, as well as with the applicable Wrarranty Procedure standards of.the National Fire Protec- tion Association (e.g., NFPA 25), in Products manufactured by Tyco Fire When placing an order,indicate the full addition to the standards of any other Products are warranted solely to the product name.Contact your local dis- authorities having jurisdiction.The in- original Buyer for ten (10) years tributor for availability.. stalling contractor or sprinkler manu- against defects in material and work- Sprinkler Assembly: facturer should be contacted relative to manship when paid for and properly any questions. installed and maintained under normal Series LFII(TY2284),K=4.2,Residen- use and service.This warranty will ex- tial Flush Pendent Sprinkler without NOTE pire ten (10) years from date of ship- Escutcheon and having a (specify) The owner must assure that the sprin- ment by Tyco Fire Products. No war- finish,P/N (specify). klers are not used for hanging of any ranty is given for products or t objects and that the sprinklers are only components manufactured by compa- chrome.................. 51-123-0-162 cleaned by means of gently dusting nies not affiliated by ownership with white.................... 51-123-4-162, with a feather duster;otherwise, non- Tyco Fire Products'or for products and slack.................... 51-123-6-162 operation In the event of a fire or Inad. components which have been subject p p 1 Escutcheon: vertent operation may result to misuse,improper installation,corro- sion,or which have not been installed, Escutcheon for Series LFII (TY2284), It is recommended that automatic maintained,modified or repaired in ac- K=4.2, Residential Flush Pendent sprinkler systems be inspected, cordance.with applicable Standards of Sprinkler with .(specify) finish, P/N tested, and maintained by a qualified the National Fire Protection Associa- (specify). Inspection Service. tion,and/or the standards of any other Authorities Having Jurisdiction.Mate- chrome.................. 56-123-8-001 rials found by Tyco Fire Products to be white""""""'• ..... 56-123- Black..............:..... 56-123-66-001 -001 defective shall be either repaired or replaced, at Tyco Fire Products'sole Accessories: option.Tyco Fire Products neither as- sumes, nor authorizes any person to Socket for Series LFII (TY2284)Resi- assume for it, any other obligation in dental Flush Pendent Sprinkler, P/N connection with the sale of products or 56-000-4-947. parts of products.Tyco Fire Products Wrench & Socket for Series LFII shall not be responsible for sprinkler (TY2284) Residential Flush Pendent system design errors or inaccurate or Sprinkler, P/N 56-000-4-948. Incomplete information supplied by protective Cap Removal TO01`for Se- Buyer or Buyer's representatives, ries LFII (TY2284) Residential Flush IN NO EVENT SHALL TYCO FIRE Pendent Sprinkler,P/N 56-000-4-300. PRODUCTS BE LIABLE, IN CON- TRACT,TORT,STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL NCO FIRE PRODUCTS' LI ABILITY EXCEED AN AMOUNT, EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY 1 MADE IN LIEU OF ANY ANDA OTHER WARRANTIES EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- PDSE. Page 6 of 8 TFP420 SECONDARY `.:.. BEAM x PRIMARY ' !USE DISTANCES SHOWN BEAM IN FIGURES SA,513&SC, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALLSURFACES FACE OF SOFFIT COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) fitting to the mounting surface will be Installation nominally 29/32 inches (23,0 mm) as dare and shown in Figure 1A.. Maintenance The Series LFII ante it must be w- Ste 3. With pipe thread sealant a stalled in accordance with the follow- p p p p- ing instructions: plied to the pipe threads,hand tighten The Series LFII (TY2284) must be NOTES the Sprinkler into the sprinkler fitting. maintained and serviced in accord- The Protective Cap Is to remain on the Step 4.Wrench tighten the Sprinkler ance with the following Instructions: sprinkler during installation until the using only the Sprinkler Socket or ceiling installation Is complete. The Wrench & Socket Combination (Ref. NOTES Protective Cap must be removed to Figure 2). The wrench recess of the Absence of an Escutcheon Plate may place the sprinkler in service. Socket is to be applied to the sprinkler delay the time to sprinkler operation in A leak tight 1/2 inch NPTsprink/er joint wrenching area(Ref.Figure 1 A). a fire situation. should be obtained with a torque of 7 Step S.Use the"ceiling level tolerance Before closing a fire protection system to 14 ft.lbs. (9,5 to 19,0 Nm). A maxl- iimir indicator on the Protective Cap to main control valve for maintenance mum of 21 ft.lbs. (28,5 Nm)of torque check for proper installation height. work on the fire protection system is to be used to install sprinklers. Relocate the sprinkler fitting as neces- which it controls, permission to shut Higher levels of torque may distort the sary.If desired the Protective Cap may down the affected fire protection sys- sprinkler inlet with consequent leak- also be used to locate the center of the tem must be obtained from the proper age or impairment of the sprinkler. clearance hole by gently pushing the authorities and all personnel who may Do not attempt to compensate for in- ceiling material against the center be affected by this action must be no- sufficient adjustment in an Escutcheon point of the Cap. tffied. Plato by under-o r over-tightening the Step 6.After the ceiling has been com- Sprinklers which are found to be leak- Sprinkler. Readjust the position of the - I A 'letee-with the 2 inch(50 mm)diame- ing or exhibiting visible signs of corro sprinkler fitting to suit. ter clearance hole, use the Protective sion must be replaced. Each sprinkler must be inspected be- Cap Removal Tool (Ref. Figure 3) to Automatic sprinklers must never be fore installation. Do not use any spdn- remove the Protective Cap and then painted, plated, coated, or otherwise Her that exhibits any deformations or push on the Escutcheon until its flange altered after leaving the factory.Modi- cracks,including cracks on the protec. fust comes in contact with the ceiling. fied or over heated sprinklers trust be tive cap. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out replaced. Step 1.The Sprinkler must n installed of its normal position. If the Escutch- Care must be exercised to avoid dam- only in the pendent position and with eon cannot be engaged with the Sprin. age -before,during,and after instal- the Sprinkler waterway centerline per- kler,or the the Escutcheon cannot be lation. Sprinklers damaged by drop- pendicular to,the mounting surface. engaged sufficiently to contact the ping, striking, wrench twist/slippage, Step 2. Install the sprinkler fitting so ceiling,relocate the sprinkler fitting as or the like,must be replaced. that the distance from the face of the necessary. The owner is responsible for the in- beries 9®9 "Engineered for high Sizes %1' - 211 capacify relief" Reduced Pressure Zon- To prevent back-siphonage and backpressure of con- Patent r 4.241,752 taminated water into the safe drinking water supply, when installed at each high hazard cross-connection. 909QT-S Use Series 909 for backflow protection in cross-connec- tion control and containment at the service entrance.The 909 high capacity relief incorporates the"air-in/water-out" principle and substantially improves the relief valves dis- charge performance.The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port, resilient Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT. Sizes W. , drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/4"and 1"only Suffix Capacity QT-with quarter-turn,full port,resilient seated ball valve shut-offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze strainer Research at the University of Southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalArrigation system flow rale(7.5 feet per second) PC-with internal Polymer Coating %11909 • LF-without shut-off valves 16 Prefix U- with integral body unions(3/4"and 1"only) 012 FAE-with flanged adapter ends(11/4",1'h",2' only) a 8 Features 4 • Quarter-turn ball valve shut offs • Replaceable bronze seats o 5 10 15 201. 25 30 35 GpNj AM Designed pressure drop • Modular design 5 75 10 15 20 FPS • Simple and economical service No special tools required for 11,909 • High capacity relief protection servicing 20 against combined back-siphonage/ 15 backpressure backflow a10 Standards (see page 3) Pressure-Temperature 5 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- 57.5 10 15 20 FPS termittent.•Suffix HW stainless steel check modules suit- 20 1 1/4"909M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connections a 10 .3/4"-1" 9090T has NPT female threaded body connections. 5 11/4"-2"909QTM1 has NPT male threaded body connections. Dimensions-Weights (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM size Dimension(f ches) Wg.(lbs.) 5 75 10 15 20 FPS inches A I B C I D E F G H w/o strainer. 20 1 1/2"909M1 3/e 21 V, 1N4 Me 4 4'Y4 11'/4 61/4 31A 154'. 14 1 22'/4 17e/ie No 4 4e/4 13ITY45MI-t 1T/: 15 15 1Yi 25'Ye 20% 10�/e 5 63�e 14 42'Y4 40 1'/e 2 Niie 21% 103/e 5 6% 15 44 40 0. 10 2 3OF4 235Ye 10% 5 6eYe 16 47-Ye 1 40 5 A c- 0. 10 20 •30 40 50 60 70 80 90 100 GPM . j n ' 2"909M1 5 7.5 10 15 FPS 20 015 0.10 909OT-S ° ° _H — 5 g For more information,send for ES-909S 0 . 25 50 75 100 125 150 175 200 G P M 5 75 10 15 FPS . i VSR-SF VANE TYPE WATERFLOW (BeP0FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road•St.Louis, MO 63.146-4161 55 Glen Cameron Road. . (314)878-4321 •(800)325-3936T! -,. hornhill, Ontario,.Canada UT 1 P www.pottersignal.com (905)882-1833 UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: U to 250 PSI . r P .,�.,�---:• 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 f 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. c;,�. 1` Fits pipe sizes- 1", 1 1/4", 1 1/2"and 2" Note: 10 paddles are furnished with each unit, one for + each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2"polybutylene. (CTS-Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. b: • , . NEMA 4/P55 rated enclosure-use se with appropriate conduit fitting. -Temperature.ran ° e:40 F to 120 F 4.5 C to 49 C P 9 ( ) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler. NFPA-13 ,n One or two family dwelling NFPA-13D Stock No. 1113000 Residential occupancy up to four.stories NFPA-13R U.S. PAT. NO.3921989,,CANADIAN PAT.NO. 1009680 National Fire Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a vane type waterflow,switch for use on waterflow. wet sprinkler systems that use 1", 1 1/4", 1 1/2"or 2"pipe 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 The device can also be used in copper or plastic pipe installa switches and an adjustable, instantly recycling pneumatic tions with the proper adapters.so that the specified TEE fitting retard.The switches are actuated when a flow of 10 gallons may be installed on the pipe run. per minute or more occurs downstream of the device.The flow INSPECTION AND TESTING: Check the operation of the unit condition must exist for a period of time necessary to over= by opening the inspector's test valve at the end of the _ come the selected retard period. sprinkler line or the drain and test connection, if an inspector's,_& INSTALLATION: These devices may be mounted in horizon. test valve is not provided. tal or vertical pipe. On horizontal pipe they should be installed If there are no provisions for testing the operation of the flow on the top side of the pine where they will be accessible. The detection device on the system, application of the VSR-SF is units should not be installed within 6"of a valve, drain or fitting not recommended or advisable which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See The frequency of the inspection and testing and its associated Fig. 2 for proper TEE size,type and installation. protective monitoring system should be in accordance with Screw the device into the TEE fitting as shown in Fig.2. Care the applicable NFPA Codes and Standards and/or authorityhaving jurisdiction (manufacturer recommends quarterly or must be taken to properly orient the device for the direction of more frequently). PRINTED IN USA MKT.#6600003-REV M PAGE 1 OF 2 MFG.#5400802-2197 VSR- :Y0F ' VANE TYPE WATERFLOW ® SWITCH WITH RETARD FIG. 1 FIG. 2 DO NOT LEAVE COVER OFF FOR SWITCH TERMINAL CONNECTIONS EXTENDED PERIOD OF TIME CLAMPING PLATE TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) TIGHTEN NUTS. FOR DESIRED TIME DELAY. USE THE MINIMUM .0 ALTERNATELY TO AN AMOUNT OF RETARD NECESSARY TO PREVENT EVENTUAL 50FT.-LBS FALSE ALARMS, A 'B" SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO V. DWC. /927-3 CAUTION: TO INSTALL,DRILL A HOLE AS INDICATED: �7�, MOUNT ON PIPE 50 An uninsulated section of ARROW ON SADDLE a single conductor should PIPE SIZE HOLE SIZE POINTS IN DIRECTION not be looped around the OF WATERFLOW terminal and serve as two 2-to 2 1/2' (SOmm to 65mm) (33mm t2mm) I ROLL PADDLE IN separate connections. OPPOSITE DIRECTION The wire must be severed, 3•to 6• 2'tus• - OF WATERFLOW thereby providing supervi- (90mm to 200mm) (50mm t2mm) s)on of the connection in the event that the wire DIRECTION OF becomes dislodged from WATERFLOW I under the terminal. APPROX. RETARD SETTINGS (IN SECS.) I 0 A 8 C D E DWG. 1761-30 ' 0 11 0-25 20-40 35-55 50-70 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER STYLE B (CLASS B) END-OF-LINE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPENON AIARM CLOALARM ON OPEN ON CLOSE ON EOL ALARM ALARM RESISTOR SIGNALING DEVICE NOTE: FOR SUPERVISED CIRCUITS SEE 'SWITCH TERMINAL CONNECTIONS" SUPERVISED LOOP (SEE NOTE) DRAWING AND CAUTION NOTE (FIG. 1). TYPICAL SWITCH ACTION OPEN ON CLOSE ON TO ADD'L t FROM ALARM ALARM DEVICES OPEN ON �`/�J�CLOSE ON CONTROL OR RETURN ALARM �+/ ALARM PANEL To CONTROL NOTES: -a DWG. 1761-15 ' 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 and 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 MFG.#5400761-11195 PAGE 2 OF.2 t.J 1 1 .L��► ")CHI= MI ANUM1 'IHUbt NL/® MULTITONE ELECTRONIC SIGNALS Plotter Electric Signal Company Potter Electric Signal& Mfg., LTD. 2081 Craig Road • P.O. Box 28480.. 55 Glen Cameron Road St: Louis, MO 63146-4161 Thornhill, Ontario,Canada UT 1 P2 (314) 878-4321 •(800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight(8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time*Horn, Code-3 Tone, Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs, Wheelock's.MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. FeaturesK: --One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient.and wall conditions with two field i selectable sound output levels.. - Code-3 Horn and Tone meet NFPA/ANSI/ISO temporal pattern for standard emergency evacu- 6, ation signaling. Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce,power consumption and wiring costs, Model MT=244LSM • Low cost installation via standard electrical boxes. (strobe/horn shown) Attractive flush or surface mounting options available. dBA and CurrentRatings Model MT 12124' MT-24-LSM (Horn) (Strobe/Horn) Stock No, 1610914 Stock No. 1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10.' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.368 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 0.368 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 Hi/Lo 0.020 0.014 93 88 0.385 0.379 93 8B PRINTED IN USA MKT.N8850002- REV A PAGE 1 OF 2 11/85 ' l 4 ,X, S f •tfr .pr, 1 ;Li• i r.1 til a':!��• tit l -'y IL ( 'y ••°°qr p P t ►`LI'Ft b b�:r,':ai�:Olt`e ••�•�b Qo q•7yy��'I�•f� 00 VC C jlr 4 �.1•'-,''i•..,)1, + i.�y,Y:. o�o,r••°o,I A-�. ,. ao r•_ as` •;'�;j q�. 1•,•:r . , ! '��'(;,�,,j��v I�_;r.��•,1•!�'r. 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')F��'/.• °• •• .�t{,�r.+�, �({'� 'j/i1r� � { ' 1y � � r '.(^ �.' b / 1 .1•.-r..�.,.1:'IJ•.��, ® e fnJt � ,! i L - kl i f INSTALLATION INSTRUCTIONS Fumes: If the filling cup is above the highest sprinkler, use the following installation procedure: FireFighter and FireFighter PG have no hazardous fumes. 1. Close the water supply valves and drain the ; f' system. System Requirements and Limitations: 2. Add FireFighter or FireFighter PG to the system All fire protection sprinkler systems winterized with through a filling cup. , FireFighter or FireFighter PG.should conform to local, ; state and NFPA requirements.The use of antifreeze 3. Use the end sprinklers to vent air from the piping. within these systems should also conform to NFPA l requirements. 4. Back out all of the sprinklers slightly, until ' antifreeze appears.This assures that the piping is ` Use of antifreeze solutions should also be in completely filled and all air has been purged from conformance with any staffor health codes. the system. ` 'tip,•,. . •• .. :.. . ? Please contact your local health authorities if you ;, Q have any questions concerning the codes in your area. ,` If the filling cup is NOT above the highest o , 0°1 sprinkler,use one of the following installation ' Maintenance: 4, procedures: Because the chemicals which compose FireFighter 1. Administer FireFighter or FireFighter PG at the and FireFighter PG can break down over time,systems °'` highest sprinkler branch line using a filling cup.The , should be tested to determine the level of freeze drop pipe should be filled through the filling cup as protection at the beginning of each freezing season. t�p.� shown in the diagram below. To test the freeze protection level of FireFighter,use a 'L:'y 2. Tighten the sprinkler heads and open the.value small hydrometer to determine the specific gravity of °. marked #1 until the drop pipe and the section of pipe ` the solution.To maintain a—15°F flow protection,the , ` above valve #1 are empty. s= �: specific gravity of FireFighter should be 1.141 at 71°F 3. Close valve #1, Close the filling connection valve. p g a'' Slowly open the supply valve wide. r.::.:�:::�_•:.:, _To test the freeze protection level of FireFi hter PG, •�'•••,_.'::.� :>;•,�; use a small hydrometer to determine the specific gravity of the solution.To maintain a—15°F flow Or: 4� ^. protection,the specific gravity of FireFighter PG shouldy�' .� <<. ' be 1.030 at 77°F. , Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked #2 in the diagram ' When the test indicates that the solution has �� ;SFr below. s..: weakened, empty the system and replace with fresh t:,:w,;,; ? ' FireFighter or FireFighter PG, accordingto the ••.''�Zdy HEATED AREA UNHEATED AREA �� ;' installation instructions.' ti '; ? Filling Cup Sprinkler Head Water Supply •' >d `''� `' Non-Freezing `;:•;:i : .•: �-- Solution �ti:;�;•. ;•• ;�F;;�:::'•.: 12 ins. Approve Dt„ - c�?: ��+`• f;•° Indicating .•. k '.':, Valve Wall ;td~•. r� y``'• Drop 5 ft.min. 42 ■ •t d 'd %MAN ---U--- a Check Valve 11/32"hole in Clapperl Lorain Valve +` Please turn to back panel for additional information. r: ;� PRODUCT DESCRIPTION FireFighter and FireFighter PG are non- toxic Chemical and Physical Properties: antifreezes t reezes deli ned specifically g • for fere protection systems.These products are used in place of water FireFighter: and other water-like fluids in sprinkler systems _Density at 71°F is 1.137 grams/ml where freezing may either cause damage or interfere _Viscosity at 77°F is 7.05 centipoise with the functioning of systems or equipment,and/or _pH of FireFighter is 7 toxicity to humans or animals is a concern. _.Boiling Point at Atmospheric Pressure[760 mm). is 212°F FireFighter is compatible with all approved types of pipe, including BlazeMaster'" CPUC sprinkler pipe FireFighter'PG: and fittings. ` _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise FireFighter Pb is.compatible with all approved types i _ pH of FireFighter PG is 6.0-9.6 ' of sprinkler pipe systems,with the exception of CPUC. _ Boiling Point at Atmospheric Pressure(760 mm) is 222°F '" Sizes: Lai;a Freeze Protection Properties: y . FireFighter and FireFighter PG are available in: One gal Ion plastic bottles[6 per case] :,a I ' FireFighter and FireFighter PG: —Five gallon pails '� � �p t —Minimum Fluid Flow Temperature is—15°F ,:•r 30 gallon drums ° , ° , .:;•� — • �•►,., _Minimum'Burst"[Hard Freeze)Temperature is--50 F • • —55 gallon drums 5000 gal Ion tank trucks ..;; .; Flammability: Color: r'"o FireFighter and FireFighter PG are not flammable Mfr" c since they have no measurable flash point[Pensky r ' FireFighter is orange • ' :, : Martens Closed Cup):however, both products canFireFi FireFighter PG is red flash or burn if the water content is evaporated off. Applications: ` FireFighter: '¢ .4 r SC`tF _ ' i,''' • —Flash Point is 350°F'{1 Wet fire protection sprinkler systems —Fire Point is 400°F*" . Ingredients: °s, FireFighter PG: _Flash Point is 214°F## 41 FireFighter: c ` _Fire Point is 220'F** ; � 0 U .•1. —Active Ingredient: Glycerineq. a Other Ingredients:Water -- Toxicological,Environmental and Health ° Viscosity Reduction Agent Information: Dye FireFighter and FireFighter PG are virtually harmless o a � FireFighter PG: '. ; '.. to animals or plants:however,the disposal of these —Active Ingredient: Propylene Glycola �' ,� -�� materials should be in conformance with.national, Other Ingredients:Water '} `?` stat,'� e, and local health codes. Viscosity Reduction Agent Dye 4 Y4 FDA References: GRAS: FireFighter and FireFighter PG are considered 'V' i "Generally Regarded as Safe"by the Federal Food and r a Drug Administration. 4 J&,. •••° '•••,, M1 r TireFiphter Freeze Protection Fluid"is a trademark of The Noble Company. ' •� 61ezeMaster'is a registered trademark of e.F Goodrich *Vn•toxic'is used to describe extremely low chronic and acute toxicity ' No maximum sale intake for humans hes been established.The product is '.� '�? i n.'•r '• considered GRAS fGenerally Regarded As Safe]by The Food and Drug ° r`c°�� Administration urP► 4 ;')S —Cleveland open Cup ' r • 1�r}^ s• v4r�� .Gly , RECOMMENDED CONCENTRATIONS D7 rr .:�:. >•� 4x �; • •(� ., • •• • D �Jf,' 1'�wo r. 1. FireFighter and FireFighter PG are intended to be used D�•• undiluted only. °'` ' /��,•���„' N�•�tl�p:p0•O b DD oq \,�'t�,�W �• �LLLIII V•• • AVAILABILITY !• ' :D.4r - • •• Y t r and FireFight FireFigh a er PG are available '; •Pb 3�� o throughout the U.S.through wholesale distributors. a, "f b' :°'° ,•o '' , °°:�=•;� J'.:'.:/ Please contact The Noble •:'>,:• ii Company for your local �� '�. 9 , •!::a p�::r:•,• .:�• • ,,� ,?=��•a:}f..��•_ representative and wholesaler. ''" •'''''• "" `'• •�' fid'�«S� Yr; '. / q )�_p• 'l'• r1 h Ml �• Z•�•,j•-(�'�'tti r,'1 u..'��:... •�'_,,.. al ,4 �J.i�•` 8'i,, S ' TECHNICAL SUPPORT ;�.. .•!. ,f � D• '=�'� .�:� �°:t,��'''•1 �, �:= ti'y• ' Specifications, installation design, installation '•g•°' :•:-;� .,>,ds�'� tiE;�.�9, . • •tl• •,'eb'•b�� ;hs'� �,• �,�, techniques, and unique applications will be reviewed •" °•.,; ��-,�:,.� t e �• .'. ., ..,•a ;�.{:..t �•, r • • •�•••'•11•�:''y:;;j�,5:o'.'�'1 �• ,• , ,2.r,�y° t" '1 upon request.Address inquiries ATTN:FireFighter ° p' •� ° "' a1 ; �� ''` '�,' < ���t, �;x`;w' %H ►�` •�' °,,, •, ;i v,r Technical Support. ` ;: �= c� a; ,•; �, ,�, ,• + �o°e' :4�•7h.:kti� �•�:' r�L,!::,ti�••� - 0 ,+'fin Field service irepresentatives savailablethrow through °°" '�� :v;r •�" � •''�.•; •• ° -,,; :�;;' �>;�,,♦ •r and Noble Company p y Contact The Noble '� t ,� • '::::• �'„� byfy�f•'r .�;::y ;;':; •7,::',,;::;,,, for local representatives. .h " m.•• ' .a a 1 '''f?.SY''A1 yn.:' a •;. 0 °�:;�. •';1 , "�, •n t o�,+r• •:�':•:::per �`�•f� .wp.i'.� •:• t.. ••.,!%�,'.::.< � �1�'1• ••,°.. .. µ��I.:'•:•).i. •iii:+• ...:.•::�•• •���:•;`:• /• :•,.,•• ♦• . �(;''. i'•r w':� oq•tr�'+o�u•r,"p=•���•l�,L:�;r.�.j:ryljr •'.. J y� o: •,'••gwbM • •� Cl•j71••' The Noble Com an /, b*• •-•«Y• ° ,��� 614 Monroe Street 4w •Z o•:'•._> • 5 y L t �l. "t. , b o s w••o a p•..,,� tit"17 Grand Haven,Michigan ' '« �b a•' �-: '. �.,'4 49417 °� , •'i,.^1�,°per 6'•6 •�o ., ,�•.•f. .q b'' ♦ ' Phone:[6161842-7644 1 " :: •• :•.,r:' '� • FAX: [616]842-1547 `$c90-67� —�62 S �,r: ;•;;,•::..a °..:,.. .�.� .::,.,,::..• „ 1• • . . � t•rq• ;fir..,`.'::!'�.e%. '. •r..ir.�;:;!..,(.� �r C�}'S :1`• a• ra •OI r •l:-Q d:.��i.•••. iii�'' •w•::.�� .:• !e�r.!iZ n.;!i�! 4p La V;: .�r` .� o i. ?. �,,, !6a •arty �.!.; ° y y �.•::• ..••}:::;. ffl,� •:'ew�•:to yr _ vl � ,r��: � •?i%i6�' A f ) �.•.'a ot:';t:•• r':air.trq •t r••t ,.. . 4' :I �.. •.•t.�J.�•�a•b �l;r f:i:�- •r•(' '•'••i;�.!+'•�' • r"'_� r •� r .• !1. .i• .pr ';t; ,:!. !:i^•7!t/l,A •�_ �:%::.1.: j r. - ,ltd .a a• • 7t' ? .i!..:1f.r•!\ C u '1wy��.1 .•^":�,,••'y,•'•'J�^::S .1• •\t' 1 �r cru-'��1\�i.• ', •,aU:':r.t=• .a •(Jrp b`3,1 • . i5 1 a „ r t � 4t• Idr} • . arra, D .K, '. •'„ �! '� e . 3. • ! , .E,'69 �^• bar .. 9* IL 13 ' • ' •i•q. � _ �;,.,. ..•x,•...1000„ S r All ' qtr t<I .1��,jj11 •r ! �'T•�..r;Ora,♦ ',la t � •il T 1{fyr. m iy{�S.• � t r. 1 r �c J ' n J�' Printed In USA 1, l b�lt"r. @1989 The Noble Co.Form®FFPIG289 Series 909 "Engineered for h►9n 01 , 3 ,� ,� acify relief" Pressuren. Sizes /4 - 2 cap To prevent back-siphonage and backpressure of con- Patent r41241,752 taminated water into the safe drinking water supply, when installed at each high hazard cross-connection. 909OT-S Use Series 909 for backflow;protection in cross-connec- tion control and containment at the service entrance.The 1. 909 high capacity relief incorporates the"air-in/water-out" principle and substantially improves the relief valves dis- charge performance.The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port, resilient Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No.909QT. Sizes s/4'- drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/4"and 1"only Suffix Capacity QT with quarter-turn,full port,resilient seated ball valve shut=offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze strainer Research at the University of southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalfirrigation system flow rale(7.5 feet per second) PC-with internal Polymer Coating %11909 LF-without shut-off valves 16 Prefix U- with integral body unions(s/4"and 1"only c�12 FAE-with flanged adapter ends(11/4",11h",2'�only) a 8 Features 4 • Quarter-turn ball valve shut offs Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM Designed pressure drop o Modular design 5 7.5 10 15 20 FPS Simple and economical service . fro special fools required for 11,909 High capacity relief protection servicing 20 against combined back-siphonage/ 15 backpressure.backflou+ a10 Standards (see page 3) 5 Pr - essure Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 180"F in- 5 7.5 10 15 20 FPS termittent.,Suffix HW stainless steel check modules suit- 20 1 1/4"909MI • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connections a 10 3/4"-1" 909QT has NPT female threaded body connections. 5 1'/4"-2"'909QTM1 has NPT male threaded body connections. diftl I I Dimensions— e6ghtS (approximate) 0 1.0 20 30 40 50 60 70 80 90 10D GPM SizeDimension(i thea) Wit.(lbs.) 5 75 1D 15 20 FPS inches A B C D E F 6 H w/o strainer 20 1 1/z"909M1 V4 2114 171/4 Wis 4 4Y411% 6Y4 YA 15Ye 14 1 22% 17Ym 74/16 4 4% 13 7 3% 171/2 15015 1% 25% 20Y, 103A 5 6Ya,:, 14 71142 51/4 42Y4 40 1% 27Y,, .213/4 103A 5 6Ye 15 71/x 51/4 44 40 a 10 2 30Y4 2344 103A 5 1 6Ye 16 7Y4 51/4 47%2 1 40 5 C_ a e 0 10 20 30 40 50 60 70 80 90 10D GPM 0 2" 909M1 5 75 10 15 FPS 20 � a... c715 90907-S 5 q _ g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPS 5 7.5 10 15 STRENGTH OFCOPPERTUBING l.rz" :stir.. 'r'• :,�:. SAFEWORKING INTERNAL PRESSURES TYPE.K TYPE L TYPE M 0 0 0 0 0 0 0 0 0 0' o M.Size':�'.: � 150.o F. Z50 F. 350 1`: 400 F. 150 F. 250 F. .350 F, 400 F. 150 F. 250 F. 350 F.;,400 F. ijg J,;:s: In Inches•:' 'O,D, (PSI) (PSI) (PSI) (PSQ (PSI) (PSI) (PSI) (PSI) (PSI) (PSS (PSI( (PSI( 3130 3030 1980 1300 a/ie 1950 1890 1230 B10 #: 1 t i 153 r. a�• 01480 4 s 970 640 1 6 :.s. 1 0 1120 73 460 1160 2 3 4 ti«it`y��i,yq"•ti, Y,.?� ..a.: 1200 1160 760 500 . .,.:+#1i�Fl.�.���I.,�.rh,, ,,,•�/_.,• •,.1,•;-.'/e 1200 1160 760' 500 900 870 570 380 750 730 470 310 ' "L tk'�•':C:.=:=':: ° "` =" 1170 1130 740 490 BOO 770 500 330 560 540 350 230 920 890 580 380 740 720 470 310 500 4BO 320 210 ,Yy.. i'r'•4'�,'':r?t•t"• 1 'T y�C::i S }a:��'•cti ?v=:•s/I"a' :".'% 760 730 480 320 650 630 410 270 450 430260 190 > •y�"� i '°� ' s/t 1 }�t; .,�/s 880 850 560 370 590 570 370 250 400 390 250 170 ��t";•rte.:..�• �..; .!«',„�,", ..�r'•:� '�P�r:+ �;.�,•:1..,?.,;��.�,.,.11/e: 660 660 . 430 260 510 490 320 210 340 330 220 140 11/44" 1'/e 550 530 350 230 460 440 290 190 340 330 220 140 500 330 220 430 420 270 1130 340 330 220 140 ., •,�1i�-'§.}•�}„:.,,2;_;;�; ;,•';,2/°. 450 430 280 190 370 360 230. 150 300 290 190 120 "' 420 400 270 160 350 340 220 140 280 270 1 BO 120 ,:�*�z�g ;rpt,•. �4,�.:.:,. ' • ti y}'. 7.'fes;r � F�::3`«�y �� 11:•31/s 410 400 260 170. 330 320 210 140 260 250 160 110 380 370 240 160 320 310 200 130 260 250 160 110 ' ft 370 '360 230 150 300 290 190 120 260 250 160 . 110 �7 g . ..` „5�ur 51/e 360 •350 230 150 280 270 1 BO 120 240 230 150 100 /e 370 360 230 150 260 250 160 110 230 220 140 100 8 Q 81h 390 380 250 160 280 270 1BO 120 240 230 150 100 w 114 i�.tit by{',e... h..t,•., 390 380 250 160 290 280 180 120 240 230 150 100 121/e 390 380 250 160 270 260 170 110 240 230 150 100 1`500.F=S(Allowable stress in pounds per square Inch), 6000 psi '.2500:F':S 5600 psi t �350F S 3800 psi ? '�r^�ti7•;'{' �r;' :�'y:4000 F S 2500 psi N:xt ' ?'• .I l,.:l•'.:'.'Sri ', - 1 .:;..INTERNAL VOLUME OF COPPER TUBING Cubic Inches Per Cubic Feet Per •, �';�?�'=bR_:• •x>�= •4- Gallons Per Foot of Tubing 100 Feet of Tubing100 Fee Inches I'of Tubing K L M K L M K L M '/+ , .936A05 .405 1524 1.740 1.908 .0882 101 .190 660 J53 626 .151 .162 . 176 1.132 1.210 1.319 2616 2.796 3.048 4.0013 4.176 .232 .242 1.735 1.808 ?14 , .. 5.232 5.808 6.204 .303 ' .336 359 2265 2,514 2.686 "`f''�'' `' ` 1• 9336 9.900 10.488 .540 .573 •607 4.042 4.286 4.540 h„ 14.64 15.12 15.72 .85 .86 91. 634 6.55 6.81 11/1 20.64 21.36 21.96 1,19 1.24 127 8.94 9.25 9.51 `d 1. 2' .: 36.12 37.08 38.04 2,09 2.15 2.20 1564 16.05 16..47 21 55 l h .92 57.24 58.68 3.24 3.31 3.40 2421 24.78 . ;. ... 25.40 3 79.66 .. . q'` 8 1 J2 83.76 '...._�,...;: 4.61 4.73 4.8S.8 3450 35.38 36.26 31/4:::.. t; 108.00 110.52 112.80 +, � 5.25 6.40 653 . r 46.75 47.84 48.83 4 140.4 144.0 146,4 i; 8.1 "8.3 85 60.8 623 63A S • a 2172 224.4 226.8 e� 12.6 13.0 13.1 94.0 97.1 982 N: 6 _ b .3103 321.6 326.4 18.0 . 18.6 18.9 .� 1345 1392 141.3 - 24 a Table A-2-3.4 Copper Tube Dimensions Type K Type I- Type IA Nominal Outside Inside Wall Inside Wall Inside Wall Tube Size Diameter Diameter Thickness Diameter Thickness Diameter . Thickness in. In. (mm) in. (mm) in. (mm) in. (mm) . in. (mm) in. (mm) in. (mm) 14 0.075 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.011 (20.6)• 0.032 (0.8) 1 1.125 (28.6) 0.995 (25.3) . 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 . (26.8) 0.035 (0.9) 1'A 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) 1.265 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 11/2 1.625 (41".3) 1.481 (37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) (61.0) 0.058 (1.5) 2 2.125 (54.0) 1.959 (49.8) 0.083 (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 21/2 2.625 (86.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) 0.065 (1.7) 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 3'/z 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0.095 (2.4) 5 5.125 (130.2) 4.805 (122.0) 0.160 (4.1) 4.875 (123.8) 0.125 (3.2) 4.907 (124.6) 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) B 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4,3) 10 10.13 (257.3) 9.449 (240.0) 0.338, (8.6) .9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) . Lc 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 ,.igersipplicAtion 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 b itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. �A 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 C sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. + Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached'to the building structure using the special hex head self threading screw" A furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact B tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole.in wood is required. Order By-Figure number and C.P.V.C. pipe size. "-Patent Pending Minimum fastener size acceptable, X12 x 1-1/4 hardened hex head self threading screw. MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FT.) SIZE LENGTH PER 100 3/4 2-7/16 1-5/16 1-3/16 5- 1/2 5/16 1-1/4 9 [� �ml•K:-;,�i�ti1;;7Car•£.^'l r.+,Fo•" � k"�="5 ,'f � .'aai^ -ss;:^'irw.- q .:� �e 11• 'lp � -i•. r"7`r4;�:n: ?:./J vv,. t �x,'�''1 c r�''�t!!•,�j'�7 MEQ( <� �rJ,[ il>"+ r��,}4•,�!� ��f� �� s F9 (�rl c�' �" t i(„: / L .t� w f J� '. n�I { ' a fl.. 11r._�..e._>�:,�.:.rm+.»..r,..�x���t�.ch+L4�V�lu. iti.r�2S��lF'�„� �'#.i-�..����. .di.}i ;��Fi�..-._na,,.iM,:h'f....�Q 1U^'�rs;iL..�inti i�r:..�..,�'hd7•r�i4,.��.�;ran�J'.�"Y?... ... 1 - 1/4 3- 1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 3 1�P-�J!�qiN'�FL ^n�hf,'l'r?1'f7 ""..A'iS~t�.4�.u,.`t_ J rA ,✓v�i� r,.Y " a r :• ,w .r. r a i. r- n .,6 _ d�.wrFn. dwl..-.-,e+�ib,,;.4,u!:....w1,��._.a„«.,�.s•�.�u.:-� L3,rwL:...u� �: .a!/,•ia.i�u�iu 5.,,°.z sfr.:i..x�.?e..r.'�o- �� .1w°�..�.,...�`.ir.y-�:h.;i1,44w•...rA:,s�,t X14:.- .-, 2 3-3/4 2-1/8 1-3/16 8 5/16 1-1/4 15 MMS M- 9/91 100 INCORPORATED 32B CORONA,CA•(714)737.5599 ri Jim FIG. 23 FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP.TYPE DOUBLE FASTENER STRAP TYPE—SIDE MOUNT r M. 1 IE—B-1►IE—B—►I . j I �P C Size Range-3/4"thru 2"C.P.V.C.pipe. Features - The Fig. 23 and Fig. 24 incorporate features. Material - Carbon Steel with galvanized finish G-90 govt. which protect the pipe and ease installation.. The flared edge i spec. design*protects the C.P.V.C. pipe from any rough surface. Function -The Fig. 23 and Fig..24 are intended to perform The Fig. 23 and Fig. 24 are easily attached to the.building as a hanger/restrainer to support only C.P.V.C. piping used structure using the two hex head self threading-screws** in automatic fire sprinkler systems. furnished with the product. It is recommended that Fig. 23 and Fig. 24 can be installed on the top or on the rechargeable electric drills fitted with a hex socket attachment bottom of a beam. The Fig. 23 can also be installed on the be used as installation tools. No impact tools (such as a side of a beam. hammer)or impact fasteners(such as drive screws or nails) are allowed. Damage has been known to result from installations The Fig. 23 and Fig. 24 can also function as a restrainer to using impact type tools. No pre drilling of a pilot hole in wood prevent the upward movement of the sprinkler.head during is required. activation. Order By-Figure number and C.P.V.C. pipe size. Approvals - Underwriters' Laboratories listed to support fire °-Patents Pending sprinkler piping. Meets and exceeds the requirements of °° - Minimum fastener size acceptable, X12 z 1-1/4" N.F.P.A. 13, 1311, and 13D. hardened hex head self threading screw. i A B C MAX. HANGER FASTENER . APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE FIG. 23 FIG. 24 FIG.23 FIG. 24 FIG.23 FIG.24 (FT.). SIZE LENGTH PER 100 _ 3/4 3-1/8 2-'5/16 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 �t1 , slrxa� 1-1 /4 2qtiV�eA.,�*r99 0"', " �er;r77ML KFtm( t 'nn7" 6uTk 1-1/4 4 /86 3 23/132 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 11 k�'titn.l�4^l�'�..,,���yf tlr}a"kg���A�}•i1+� i.$AµrLY 2 i.Y,,..iL 1. .,1� ] 3' r'Y���!t�•nn �q t•'T+l'�.,I aN1�rk_ `R'r',.r rrP '.•✓L-4a°tt7T l),rFTry try..`S. n.fv..c;� +��. T _ .t 2 4.78 3-11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1-1/4 15 Central BlazeMastero INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition or CENTRAL i r1, 1 : - - No. 19.1.0 Rev.4 5,96 Table of Contents V Introduction......................................... 1 Handling&Storage ................................. 11 Conversion Factors ................................. I Handlingh,. ........................................ 11 Listings and Approvals................... I Storage ..................................... I1 Where and how to use a Central BlazeMaster S;*stem: .... 1 Handling of Central BlazeMaster Cements and Primers Central BlazeMaster Specifications ...... ............. 3 Solvent/Cementing Instructions............... ..... 11 Pipe . ,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,, ,3 Joining Central BlazeMaster Pipe Systems ....... ...... 11 Central Biazel+liaster Fitrings ......................... 3Cutting........... 1 Solvent/Cement.................................... 3 Deburring ................ ............. ... . 11 Dimensions for Central BlazeMaster CPUC Pip........... 3 Fitting Preparation ......................... ....... 12 Fitting Socket Dimensions....................I ........ 3 Safety and Health Precautions ....................... 12 Product Ratings and Capabilities ..:.. 4 Estimating Primer and Cement Requirements... ....... 12 P Pressure Rating b:Pressure Listing .................... 4 rimer Application .......................... ..... .. 12 Solvent Cement Application Friction Loss .......................................9 ......... .............. .. 12 A.�embly. 12 Thermal Expansion................................. 9 Set and Cure Times 1 . Physical and Thermal Properties of Central Pressure Testing the System ... ..................... l4 BlazeMaster CPVC ............................:... 6 Permissible Deflections of Central BlazeMaster„PVC.....6 Transition to Other Materials ......................... 14 Support and Hanger Recommendations..................7 Flanged Connections............................. 14 Pipe Bracing with Standard Band Hanger ........ 7 Grooved Coupling Adapters ........................ 15 Hanger/Support Spacing ........... . ...............7 Penetrating Fire Rated Walls&Partitions.............. 15 Vertical Restraint ..................... 7 Other Design Criteria. ..................., , .... 15 Freeze Protection ................................. 15 Underground Installation Specifications ................ 9 Central BlazeMaster Systems and Penetration of Pipe..............................................9 Metal Studs............................. . .... 15 Fittings.......................................I...... 9 Solvent Cement and Primer Spills.................. .. 15 Primer/Solvent Cement............................ 9 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 System Design ....................... 9. Joining.Central BlazeMaster CPVC in Hot Weather...... 16 .?aD Installation Procedures ........................... 9 '' Inspection........ g Appendix ...................................... .. 16r I Trenching.......:........................:..:.... 9 Helpful Tips....................................... 16 Snaking of Pipe......... . ........................ g Material Safety Data for Solvent Cements and Primers... 16 Back-Filling...................................... 10 Training/Demonstration ............................ 16 Maintenance.... .............................. 10 Material Safety Data Sheets...................... ... 17 System Riser Installation Requirements................. 10 System Riser Installation Recommendation.............. 10 This Installation and Technical Manual contains the criteria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing,C-UL lasting and/or FM Approval. Additionally,the manual contains recommendations for easier installation,general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing,C-UL Listing and/or FM Approval.To dif erentiate between a . requirement and a suggestion,use the following definriions: 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 Listirgs!Approval. Warranty Central BlazeMaster CPUC products are warranted against defects in material and workmanship solely to original purchasers from Central.This warranty will continue for a period of ter.years from the shipping dale.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 e;:penses or damages incurred as a result of use of its products.This warranty is expressly made m lieu of any and aL other warranties,expressed or implied,including the war- ranties of merchantability and fitness. U sales by Central shall be subject to the terms and conditions stated herein.The placement of orders with Central shall constitute a2celo- lance 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 vrith respect to any proceedings arising out or in connection with any purchase and sale contract entered into between Central and buyer.Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look for the UL,C-UL,FM and NSF-pw S.E.marls on the product. BlazeAhaster*is a registered trademark of the BFGocdri.h Company, All Central Sprinkler Blazelvlaster CPVC Products are manufactured in the USA. Introduction r < Central Sprinlder Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride) sprinlder pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire spnnlder s;•stems and provide the following advantages over traditional sprinkler piping systems: • Increased hydraulic capabilities(C-Factor=150) No precutting and expensive fabrication required • NSF-pw S.E.approved for potable water • Can be easily connected to other spririliet 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 sweatingand condensation n ron Conversion Factors • Appropriate conversion factors for values shown in this guide areas follows: linch=25.4 mm 1 foot=0.3048 meters 1 psi = 6.895 kPa 1 psi = 0.0689 bar 1 psi = 6894.757 Pa 1000 Pa=1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed fn accordance with U.S.requirements and C-UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Factory Mutual(FM)Approved for use in: • Light Hazard occupancies as defined in the Standard for"Installation of Sprinkler Systems",NFPA 13. • Residential occupancies as definedin the Standard-for"Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height",NFPA.13R. • Residential occupancies as defined in the Standard for"Installation of SprinUer Systems in One and Two Family Dwellings and Manufactured Homes",NFPA 13D, • Underground fire service systems as described in the"Standard forInstallation of Private Fire Service Mains and Their Appurtenances", NFPA 24. 0 Central Sprinlder BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S.requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinlder BlazeMaster CPVC sprinkler pipe and fittings are Listed by W&A in Residential buildings as defined by NFPA 13D and 13R.11 le ME&A listing number is 434.86-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 sprinlder pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Licht. Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and FM Approved for use with Central and/or other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,F14 Approval Guide and/or contact Ceritral Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System ' I. 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 shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A In accordance with the UL Listing, protection sholl be provided for Blazeh4aster CPVC pipe and fittings. The rrunimum proiecticn shall consist of either one layer of f"thick gypsum wall board,f"plywood soffits,or a suspended membrane ceiling with lay-in panels OT files 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 X"plywood. In these cases,any standard sprinkler head rated at 17D°F or less may be used. B. In accordance with the CM Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- tection'shajj;Dns' t,pjae�theriat'h and plaster,one layer of 9mm thick gypsum wallboard,one layer of 13mm plywood,or a suspend- ed meprane ceiling witg.ltry-in panels or tiles classified with respect to surface burning characteristics having a mass of not less i than 1.7 kg/m',when installed with metalh c grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills,exhaust fans con.ected to metal ducts serving washrooms excepted. Where such penetration is pre- sent,individual openings exceeding 0.03m.2,but not exceeding 0.71 min area must be located such that the distance from the edoe of the opening to the nearest sprinkler doss not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- fngs exceed 0.71m2 in area. In these cases,any standard sprinkler head rated at 77°C or less may be used. C.For a concealed installation per FM Approvals,the piping shall be protected and completely separated by a permanently installed non-combustible barrier from ar. area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damiaoe. Drop in ceiling tiles,as used in suspended ceihngs are specifically considered not to be permanently installed for the purposes of tris definition. Nen-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,Bkaz.ehloster CPVC pipe and fittings shall be installed belot«a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick:Response.pendent sprinkler installed within 8"from the ceiling or Listed Residential sprinkler located in accordance vdth their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations,Listed Quick Response horizontal sidewall sprinklers hmdrg deflector within 6"from the ceil- ing and within 4"from the sidewall or ljsted Residential horizontal sidewall sprinkler 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 Lasting,BlazeMaster CPVC pipe and fittings shall be installed below a smooth,flat,horizontal, fined ceilings in conjunction with Listed Quick:Response or Residential sprinkler with a maximum rating of 77°C. 5. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F(65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers,as reler- enced in NFPA 13.However,NEPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMaster pipe and fittings car-be installed in these areas when sprinldering residential occupancies according to these standards. 7. In installations*here sprinkler pipe runs through an attic space that requires sprinkler 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 sprinkler.Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings,when installed in accordance with its UL Listing in air plenums,shall be a minimum horizon- tal distance of 24"from an opening in the ceiling such as ventilation grills. The C-UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions,consult building codes and Authorities Having Jurisdiction in your area.Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources,such as light fixtures,ballasts and steam lines.Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source,the maximum ambient temperature,heat shielding, if any,and proximity of CPVC piping to the above.Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10.]hiring remodeling or cefling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11.Central BlazeMaster pipe and fittings shal-not be installed in outdoor applications. 12.The use of BlazeMaster CPVC in ceiling spaces above non-sprinldered areas has not been investigated by UL or FM. i I - VC11L1U11llULC1VLU51C1 L7P6L;u1L:ULLV1Lb Pipe dwmmik:. Central Sprinkler BlazeMaster CPVC sprinkle:pipe conforms to the requirements of ASPM F442 and carries the markings of Underwriters Laboratories Inc.(UL&C-UL),Factory Mutual(FM),1l k,and the National Sanitation Foundation G.1SF-n-r.--S.E.)for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438(Schedule 40 dimensions from to 1 ")and ASTM F439 (Schedule 80 dimensions for 2"to 31.Female threaded adapters for sprinller head connect;ons contain morass inserts.Fittings carry the marl: ings of Undenrriters Laboratories Inc.(UL&C-UL),Factory Mutual(FM),ME&A,and National Sanaaticn Foundation t1tSF-p%,.S.E.)for use in potable water systems. Solvent/Cement BlazeMaster CPVC socket connections can be joined using one of two solvent/cementing processes. Connections shall be joined with Central Sprinkler BlazeMaster One-Step CSC-300,CSC-400,or CSC-500 Solvent Cements or Two Step CSC-100 Primer and CSC-200 Solvent Cement. CSC-100,CSC-200,CSC-300,and CSC400 or CSC-500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cemenl- ing instructions within this manual prior to installation. Other primer or cements shall not be used with Central Blazeh4aster products and the use of such non-approved welding agents will void the Manufa--turer's warranty mid product ListingsfApprovals. Dimensions for Central BlazeMaster CPVC Pipe Table A•Central BlazeMaster Pipe Dimensions in Inches(Millimeters) Note: Central BlazeMaster pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average DD Average ID Pounds per Feet with ASTM442.SDR(Standard 1.050 (26.7) .874 (22.2) .168 Dimension Ratio)is the ratio of the out- 1' (25.4) 1.315 (33.4) 1.101 (28.0) ,262 ^ side pipe diameter to the wall tivckness 1 y' (31.8) 1.660 (42.2) 1.394 . (35.6) .418 of the pipe. - 1W (38.1) 1.900 (48.3) 1.598 (40.6) .54B 2' (50.8) 2.375 (60.3) 2.003 (50.9) .859 • 2% (63.5) 2.875 (73.0) 2.423 (61.7) 1.257 3' (76.2) 3.500 (88:9) 2.952 (75.1) 1.867 ASTM CPVC Fitting Socket Dimensions Table B•ASTM Dimensions for CPVC fittings in Inches: A B C D E F Socket Entrance Socket Bottom Socket Inside �- Nominal Diameter Diameter Minimum Size Average Average Length Diameter, m Minimum Wall Thickness r Minimum A Diameter_ Diameter 1.058 1.046 0.719 0.820 0.113 0.141 1.325 1.310 0.875 1.044 0.133 0.166 ":� ;;'^'ti'- ;:i;.?'t B�,:t;:t:::' .''' A _1 A' 1.670 1.655 _ _ 0.938 1.375 0.140 0.17.5 1/ 1.912 1.894 1.094 1.604 0.145 0.181 � i �;�,•,:•�':�;:.::::�:•.':-_. _ 2' _2.387 2.369 1.500_ 1.933 _0.218 .0.27_5_ 2W 2.889 2.868 1.750 _2.316 0.276_ 0.345_ -3 -- -3.516 3.492 _1.875 2.892 0.3 0 0 0.375 i i Product Ratings and Capabilities PriJtzare Rating&Pressure Listing Central Sprinkler B1azeMaster pipe and fittings are UL and C-UL Listed and BI Approved for a rated pressure of 175 psi(121D kPa)for sprinkler service up to 150°F(65°C). z Friction Loss Central BlazeMasier CPVC pipe has a Hazen-Williams C-Value of 150.Pipe friction loss calculations shall be made according to UPA Standards. ^.� 101107A 119 table snows the.allowance of frk�lion!ozS for fliimcs,expressed in equivalent feet Of pipe. Allowance for Friction Lass in Fittings Fitting Size(In.) ,�„ ('quivalenl1y,- of Pipe) 2" 2W- 3" Tee Branch 3 5 6 8 10 12 15 Elbow 90 4 5 6 7 9 12 13 Elbow 45' 1 1 2 -2 -2 3 1 4 Coupling 1 1 1 1 1_ 2 2 Tee Run 1 1 1 1 1 2 2 The above stated friction Jose values are for Central B1azeMaster fillings only. lWher,using other listed BlazeMasier CPVc90`eibc:as with Central Sprinkler BlazeMasler prod u_Is, I please consult the filling manufacture:'s installation and design manuals. Thermal Expansion B1azeMaster plastics,like all piping materials,expand and contract vlth changes in temperature.The coefficient of linear exTlansions is: 0.0000340 inchlinch/`F: A 257 change in temperature will cause an expansion of Y inch for a 50 loot straight length.For most operating and installation conditions,expansion and Table C•Thermal Expansion contraction can be accommodated at changes in direcTemp - non of the pipe run.For additional information on Cha5 10 15 20 25 30 Lan 35gth 0l Run 40 tl) nge 45 50 70 90, 120 160 Thermal Expansion please see Table C below. AT°F Thermal Expansion,AL(In.) 20 .04 .08 .12 .16 20 24 29 .33 .37 .41 57 .73 .98 1.31 Where AL,= 12e1.(AT) 30 .06 .12 .18 .24 .31 .37 .43 .49 55 .61 .86 1.10 1.47 1.96 e=3.4 x 1(N inlin/°F(Coefficient of Linear 40 .08 .16 .24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 50 .10 .20 .31 Al St .61 .71 .82 .92 1.02 1.43 1.84 2.45 3.26 Eypansion) 60 .12 .24 .37 .49 .61 .73 .86 .98 1.10 1.22 1:71 2.20 2.94 3.92 L=Length of Run in Feet I' 70 .14 .29 .43 .57 .71 .86 1.00 1.14 129 1.43 2.00 2.57 3.43 4.57 AT=Temperature Change in`F 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1,47 1.63 228 2.94 3.92 5.22 An example of Thermal Expansion is shown 90 .18 .37 .55 .73 .92 1.10 1.29 1.47 1.65 1.84 257 3.30 4.41 5.68 below: 10D 20 .41 .61 .82 1.02 122 1.43 1.63 1.84 2.04 2.86 3.61-4.906.53 Example:How much will a 40 foot run of Y4"of BlazeMaster CPVC pipe increase in length(or expand)if the expected ambient temperature ranges from 35T to 85'F?Changes in length due to fittings are insignificant relative to the pipe. AL= 1 2e] AT AL= 12(.000034)x 40 x 50 AL=.B2 in.or Yb Central B1azeMaster CPVC eyNbits a relatively high coefficient of thermal expansion(see Table Q.When designing Central BlazeMasier sprinkler systems,expansion of long runs must be considered if temperature variations will be encountered(ie;summer to winter e7tremes). 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 be-low.If the change in temperature and the maximum worlang temperature are lower than those used to derive the tables,the numbers will be conser- vative in nature.For example,for a temperature change from 60'F to 125'F use Table F because the maximum tem- Table D•Loop Length(,40°F to 100°F)aT=70°F perature is greater than those shown in Tables D and E. NomALength of Run(it.) Pipe vg' 10 20 30 40 50 60 70 80 90 10 For conditions which are not covered in the Loop Length D.o. ----- Tables,use the formulas and examples found in Table H. Sire Length of Loop(In.) 0 120 140 160 it 1.050_ 11 15 18 21 24 26 28 30 32 33 37 39 42 Note: Table based on Stress and Modulus of Elasticity -1. 1.315 12 17 20 24 26 29 31 33_35 37 41-444-- at 100'F. 1G 1.660 13 19 23 26 30 32 35 37 40 42 46 5D 53 'i Refer to Table H on page 4. 1 ' 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 AT=70T 2),- 2.875_ 1 e 25 30 35 39 43 46 49 52 55 60 65 70 S= 1560 psi 3' 3.500 19 27 33 38 43 47 51 54 58 61 67 72 �77 E=3.85 x.10'psi - ._ Table E•Loop Length(607F to 120°F)AT=60T Nom: Length of Run(tl.) Arg' Note:Table based on Stress and Modulus of Elasticity at Pipe 10 20 30 . 40 50 60 70 80 90 100 120 14D 160. 120°F 0.0.Size Length of Loop(in.) r Refer to Table H. i.4. W 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 AT= 60°F 1' 1.315 1 11 18 20 23 26 28 31' 33 35 37 40 43 Tc- 1 W 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 S= 1275 psi . 16S 1.900 14 2D 24 28 31 34 37 39 42 44 48 52 56 E.= 3.55 x 10 psi _ 2' 2.375 15 22 27 31 35 38 41 44. 47 49 54 58 62- 2W 2.875 17 24 3D 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42. 46 50 54 57 60 66 71 76 Table F•Loop Length(70°F to 150°F)AT=86T Pipe Nom. Length of Run(fl.) Note: Table based on Stress and Modulus of Elasticity at Size Avg. 10 20 30 40 50 66 70 B0 90 106 120 140 160 150°F OA. Length of Loop(in.) r 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 Refer to Table H. 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 AT= 80°F 1 Y' 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 S= 875 psi 114' 1.900 18 26 31 36 40 44 ,48 51 54 57 63 68 72 E= 3.08 x 10'psi 2' .2.375 20 29 35 41 45 50 53 57 61 64 70 76 81— M 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 B5 92 98 Loop Offset Change of Direction rw Hangers should only be placed in the loop,offset or Long Run of Pipe change of direction as indicated.Piping Supports should restrict lateral movement and shall direct axial 7 X movement into the expansion loo . P D• HangerGuWe t raH m va The Expansion Loop Formula has the following cpm- . ReauaW ponents as shown below: f=Length of Expansion Loop in Inches E=Modulus of Elasticity at,100°F(Table H below) Figure G•Expansion Loop and Offset Configurations D=Average O.D.of Pipe AL=Change in Length of Pipe Due to Change in Temperature S= Worlang Stress at I00°F(Table H below) Table H•Modulus of Elasticity&Stress vs Temperature Temperature'F 73' 80' 90' 100' 110' 120' 140' 15T The Modulus of Elasticity&Stress vs Temperature table H Modulus of' Elasticity 4.23 4.14• 3.99 3.85 3.70 3.55 3.23 3. will need to be used to find"E"in the Expansion Loop 08 Formula.An example is presented to demonstrate the cal- Working x 10°(psi) culation of expansion given a defined thermal change Working and to calculate the length of the expansion loop or offset Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 in inches. r,s.(psi) Example How much expansion can be expected in a 240 foot run of 2"Central Blazehfasier CPUC pipe installed in 40T given a maximum temperature change a io 100°F1 Additionally,Hall ,hour Ion should th Y g soue expansion loop be to compensate for this expansion? . First,find the temperature change expressed as AT. AT=100'F-40°F AT=60°F Now use Table C to calculate the change in length expressed as AL.Since the run is 240 feet and the table is inclusive to only 160 feet,two cal- culations will need to be made. i Length of run=160 feet with AT=60°F I From Table C,AL=3.92 in Support and Hanger Recommendations* 4 .,w ra�'._n� �;'k;.�,::•Y__ :.� , . s _El,� ;; ngers designed for metal pipe are suitable for CPVC pipe. The hanger shall not Some ha )-rave rough or sharp edges which can come in contact with the pipe.Do not use under sized hangers.Hangers with sufficient sizing shall be selected based on pipe size(ie; 1✓'• hangers for I/"pipe).Pipe hangers must complywith the appropriate Standard,NFFA 1 4 13D,or 13R,whichever applies. Some local codes may not allow plastic to metal contact.In this cose,.plastic sleeves or vine. electrical tape should be used to isolate the materials.Strapping pipe overly tight to a struc aural member can cause damage to the pipe when pressurized. Please ensure the pipe is -� held snug by the hanger,.but is not pinched or crushed in any way. - PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR . Model No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco,Inc.and Alcon make three hanger/restraining devices that are available for use wid Central BlazeMaster. 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 preventupward mo•vement of the sprirll:]er 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 her. Model No.23(shown) 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 is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli- cation.The Tolco Models 22 and 23,and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria.For more information about Tolco or Afcon products,consult the Central Sprinkler Company. � Hanger/support Spacing . . Table L•Support Spacing"L"(ft.)CPVC SDR I3.5 Because Central BlazeMaster pipe is more rigid than other Temp•F Nominal Pipe Size types of plastic systems,the support spacing shown in Table L 2• 234" 3" shall be adhered to when installing the system. 73' SS4 6 63i 7 8 9. 10 For exposed installations,Listed support devices shall be used which mount the BlazeMaster piping directly to the ceiling or side wall. Vertical Restraint When a sprinkler head activates,a significant reactive force is exerted on the ' pipe,especially at system pressures greater than 100 psi.The reactive iorce will cause the pipe to lift vertically if it is not properly secured,especially if the Ta C sprinkler drop is from a small diameter pipe. 0'. When a sprinlder drop is from a r,•",1"or 1 X'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 u 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 i; 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 Model No.25(shown) pipe as shown to the left. Table M•Support Spacing Distance with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) Y inch q' 3' Branch lines shall be braced at a distance from a tee or 1 inch 5' 4' elbow to prevent lift of sprinkilers as shown in Tables M and N. 1 Y inch 6' 5. 1 K inch 7' 7, >1Yd inch 7• 7' 'Local codes have final authority on which types of hanger con be urea Table N•Support Spacing to an End LineSprinkler Head Drop Elbow • E°r?" Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) Y,inch 9• 6' 1 inch 110• 9. =t 1 Y inch 1'4* 1' 1 K inch 2' 1' >114 inch 2' 1' Maximum Table M A B When piping is suspended from a deck,hangers are (Reference Table M)' (Rel.Table N) Any distance :squired to suspend the pipe as well as for vertical lift between supports . _straint.One support can serve as both. Drop locations --.tween supports are acceptable in any location as long as s::pport spacing is in compliance with Table M.Examples cf where this type of hanging is used include:concrete decks .• ,'' •-' :.. -:-':';'' ' ' �:. ::,,, „`�;;<-:`:.'.;;''.,. . .. . . .th rod and ring hangers,"pan decks"on I beams with C .:amps,or concrete anchors,and under wood joists with I. s_aps or rod hangers.See Figure 0. support support Finished Ceiling Line �� \.x Fig.0 a Drop Ceiling Installation, Maximum Table M A B Ber Joist Bar Joist (Reference Table M)' Nr (Ret.Table N)' Any distance between supports R U-Bolt Finished Calling Line Finished Ceiling Une Figure A Side view. Fig.Q•SprinkleiDrop Pipe Adjacent.to Truss (Ref.Table M) "—A No upward restraint or hanger is required between sprinklers. (Rel.Table N) When the piping is supported by wood joists or �-- trusses,the structure provides the support,especially ,•�. -r,, ;.,;' when the joists are close together.The only requirement v lth this type of construction is to provide vertical estraint and hangers are not required.When supporting. -?"VC 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 �'-0-' �\ Jr between supports are acceptable in any location as long (on center) Finished Ceiling Line as support spacing is in compliance with Tables M and N. y 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 ?1'C pip:or fitting must be supponed near a sprird'.ier head as shor.n in Tables hi and N. � F n over own o � . .. M :s 0 .- MOWLAKO� dover, Mass., 'y — Al- a? o o �— COCMICNEWICK 1 ADRATED FOR .EXCAVATION A VATI N AND FOUNDATION THISo1 iC i�r,G V. / .... THAT .... .................................................. ...�. !1e. r...................................... has permission to excavate and pour foundation at .Aet... ...........�0, , . , „ . _ _.,. ... sf4o forthe purpose of........ hl�!t..3 ......... ............. ......... ..... ... ........... it The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this f=oundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BUILDING INSPECTOR v4ORTFt TON of over 0 No. klr4 09 70 O 'A's. dover, Mass., ''�1� o? .� A- COCMICME WICK V^ 7�A0RAT'E D PQa` �C-1 S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System �� ^,� ) BUILDING INSPECTOR THIS CERTIFIES THAT....... 240. ... I4 C. Foundation has permission to erect............./........ ........ buildings on � �` ��8 1�e.1c`j Pvt- AAJ# o � . . Ruto be occupied as. 3 a/4*1, a 6'+� 1� �C L r �Y ... ............................................................ .......►f... ...V. .. �./L�.... ~a himney provided that the person accepting this permit shall in every respect conform to the terms of th application on file in this office, and to the provisions of the Codes and By-laws relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. pe /� PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Roust, PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRU N TS ' ELECTRICAL INSPECTOR Rough .......................... .. .............................................. Service ... . ... .. .. . . BUILDING(INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To BeFIRE DEPARTMENT Done Until Inspected and Approved by the Building Inspector. TMENT Burner. Street No. SEE REVERSE SIDE Smoke Det.