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Miscellaneous - 105 PEACH TREE LANE 4/30/2018 (2)
Cl North Andover Board of Assessors Public Access -- - Page 1 of 1 fµOR7p� ���� o Andover Board of Assessors t s ';r'S'bea ll!l5�� Click Seal To Retum Parcel ID:210/098.A-0122-0000.0 FY:2012roperty Record Card SKETCH Community:North Andover i Click on Sketch to EnlargePHOTO Search for Parcels Click on Photo to Enlarge l,. , g Search for Sales Summary Residence Detached Structure Condo Commercial EuwE Location: 105 PEACH TREE LANE Owner Name: FRIEL,THOMA Owner Address: 105 S&NICOLE PEACH TREE LANE h City: NORTH ANDOVER State: MA ZiP: 01845 p I Neighborhood:9-9 � Land Area: 0.37 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 3563 sgft ASSESSMENTS CURRENT YEAR Total Value: PREVIOUS YEAR 661,800 Building Value: 449,900 661,800 Land Value: 449,900 211,900 211,900 Market Land Value: 211,900 Chapter Land Value: I Sale Price: LATEST SALE800,000 Sale Date: 6/28/2005 Arms Length Sale Code: Y-YES-VALID Grantor: PEACH TREE DEV Cert Doc: .Book: 9598 Page: 25 i http://csc-ma.us/PROPAPP/display.do?linkld=1893854&to wn=NandoverPubAcc 5/18/2012 % Residential Property Record Card PARCEL ID:210/098.A-0122-0000.0 MAP:098.A BLOCK:0122 LOT:0000.0 PARCEL ADDRESS:105 PEACH TREE LANE FY:2012 I PARCEL INFORMATION Use-Code: 101 Sale Price: 800,000 Book: 9598 Road Type: T Inspect Date: 05/20/2006 Page:Owner: Tax Class: T Sale Date: 06/28/05 Pa 25 Rd Condition: P Meas Date: 05/20/2006 __ 9 - - -- FRIEL,THOMAS&NICOLE Tot Fin Area: 3563 Sale Type: P Cert/Doc: Traffic: M Entrance X Address: Tot Land Area: 0.37 Sale Valid: Y Water: Collect Id:___ RB 105 PEACH TREE LANE Grantor: PEACH TREE DEV Sewer: Inspect Reas: S 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 Style: CL Tot Rooms: 9 Main Fn Area: 1814 Attic: NBHD CODE: 9 NBHD CLASS: 9 ZONE: R2 Story Height: 1.75 Bedrooms: 4 Up Fn Area: 1749 Bsmt Area: 1805 Seg Type Code Method Sq-Ft__ Acres Influ-Y/N Value Class Roof: G Full Baths: 3 Add Fn Area: Fn Bsmt Area: 1 P 101 S 16225 0.372 211,898 Ext Wall: FB Half Baths: 1 Unfin Area: Bsmt Grade: VALUATION INFORMATION Masonry Trim: "Ext Bath Fix: 2 Tot Fin Area: 3563 Current Total: 661,800 Bldg: 449,900 Land: 211,900 MktLnd: 211,900 Kitch Qual: M Eff Yr Built: 2005 Foundation: CN BathQual: M _Mkt Adj:RCNLD: 449906 Prior Total: 6619800 Bldg: 449,900 Land: 211,900 MktLnd: 211,900 Heat Type: FA Ext Kitch: Year Built: 2005 Sound Value: Fuel Type: G Grader V Cost Bldg: 4499900 Fireplace: 1 Bsmt Gar Cap: Condition: VE Aft Str Val 1: Central AC: Y Bsmt Gar SF: Pct Complete: 100 Aft Str Val2: Aft Gar SF: 528%Good P/F/E/R: ///100 Porch Type Porch Area Porch Grade Factor P 134 W 168 SKETCH PHOTO 14168 Ft h 12 9 A 74 FUI'.75 G � 33 FU*.75�FM/B 528 SIq.F ZZ ., 18o Sq.Ft 24 12 z 9 $ 1.3 20q . - . 9 Sq.Ft 105 PEACH TREE LANE II Parcel ID:210/098.A-0122-0000.0 as of 5/18/12 Page 1 of 1 DEC-02-2004 - - - 1 2 :0 9 Pm M A R C H I O N D - - - - - - —^--•- — —�„ A&ASSOCIATES - 781 438 9654 - t` P. 01 5.74' 44.26' „r PEACHTREE LANE N 88'46'11 " E - L=107. 7 ' _ 90,00' R-2 70 0� - _ _ / 23. 71 L z:61.0 7' -" TOP FOUNDATION gh ELEVATION=271,44 22. 2' ,� ��' LCT 11 4.8' �. 1 ,� .ry .0v - 017 Ac. Q `A 59-61 0 Is Tu AT THIS PLAN IS INTENDED FOR ZONING Vic Hca[Qv r OR' PURPOSES ONLY. IT WAS PREPARED THE PREMISES A DyTHAT Wr 1IAVF EXAMINED FROM EXISTING PLANS AND RECORDS AS SHOWN. THE STRUCTURE SHOWN ME ICONFORMSA D WITH THE STRUCTURES SHOWN LOCATED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF fly AN INSTRUMENT SURVEY. THIS PLAN THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, SHOULD NOT BE USED FOR PROPERTY TO THE F.E.M,A./H.U.D. FLOOD INSURANCE RATE ACCORDING LINE DETERMINATION. COMMDATEDITY g3 NO.j{E gORUCT0006 C URE S NOT LOCATED IN AN ES ABLISHED 100 YR-FLOOD HAZARD ZONE. CERTIFIED FOUNDATION LOT 11 P ACHTREE F CN FLAN R aRMs MARCHIONDA & ASSOC. L.P H ANDOVER, MA , . PREPARED FOR ENGINEERING AND PLANNING CONSULTANTS n 0 3 CNiREE DEVELOPMENT,LLC 62 MONTVAI.E AVE. SUITE 1 B(�� �f'SBS�ACH3U�SETTS lST (781) 438-6121180 01810 SCALE: 1 �,3p DATE: 12/01/04 FARMS 1 �. REE LANE i ' I E �� � , � � N � �. Location �'f #(f 16�l`1't1 tm 4,"ti {� No. a` Date i NORTh TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ SZsp 4p' - �ACHUSE Building /Frame Permit Feer$ 50 Other Permit Fee $ t TOTAL Check # j 7740 Building Inspector Location A0 j! 105 "t1eEf�7k� ANL No. fo� Date f °Rr►, TOWN OF,NORTH ANDOVER ertificate of Occupancy cHusE�� `J°;Building/Frame Permit Fee $ Foundation Permit Fee $ b Other Permit Fee $ TOTAL $ Check # f e.S2— �� 17723 -F, Bufidin-Anspector t TOWN OF NO►RIM ANDOVER . WELDING DEPARTMENT ENT APPLICATION TO CONMW=WAM REMAT OA.DEMMM A:ONE Olt TW$APMY DVAUJ.INO BUILDING PERMrr NUMBER: S DATE MSM: SIGNATURE: �f . : Comm1 oi' SEMON 1•SITE INFORMATION o 1.1 Property Address: 1.2 Aasamn Map and Parod Nawar �®Jr �l'C�-C`�TIgl2 1C,,W(° .�NS�'2awtie�.�'3� It{S7jo�- �P�inw°'�'i�¢. v'��C�r`✓i Scaw iCxN S 1z Ccti2 ec Map Number- Parcel Number �Gw2�vc� d �QS 13 Zamiglnfomffiim:�Lon s� ��. IA hgmtyDimeasims: (' L' � Ser te-Q.rn� . e 3S7 I S4 /V7 Zwin DWid Use IA Arra Prrxuta 1.6 BUILDING SETBACKS ft Front Yard Sick Yard Rear Yard Provide Pmvl&d Provided -av ° �� 27 U-ao' O-dor SS ' 7Wam A4s M 13 BloodZomols�o IS $ow=WD*oW&�sa— L supplyM.4d.C� ) Oa sboi�p"d S 0 � Oataide Eloaa Zooe Mnai�t �' yaoora r� t o Zein �- SECTION 2-PROPRRITY OWNERSf PIAQTHC&&b'AGENT . 2.1 Owner of Itocoid � 2a �� s� �,� ����� , M4 S- Name(Print) AAdrm far Sarvioe: Sem &w A -. (q76) 60q*- t�R l q siptrrre Tc 22 owner of Record: Name Print Address for Service: z M Si re T bona As SECTION 3-COMMUCTION SERVICES 1 Lio=scd Cion Supervisor: Not Applicable 0 U&aW Construction Supervisor C5 ®5SL'/1 Ci 4+ l.icerasa Number a D rAZA �p S �t bU QA �rAlA- o l dol Ad ., L�703a7 /SCv 10116109 � t° / Exp mfwn Date 3rgnatu Telephone r 3.2 istered Boma Imprvvco cut Contractor Not Applicable 0 i i�panY Nam M Reotrafm Nmber r /z E*all m Dift G) Si T . .f �J 4ecEFIV OCT L. Y� ®e SECTION 4-WORMS COMPBNSATION.(bl.QL C 152 25c(6) WoriooQs lasucance affidavit must be -_-_-- C.ai�papsatto�a ooapJatod and submitted uhii}t Ibis application. Failure to provide this affidavit ivr71 tnsplt Rg!gwthcdonrelofihc�attaavcofffiebui _,--•- _- _ affidi yii'Att ed j Yea . .No. ...a SIC77ONS Weil_ •f Work awkag New Cangraction- 0 Existing Building ❑ Repair(s) 0 Alterations(s) ❑ Addition 0 Accessory Bldg 0 Demolition ❑ Other 0 Specify Brief Dcsaiption of Proposed Work it y SECTION 5-ESTIMATED CONSTRUCTION.COSTS Item Estimated Cost(Dollar)to be— C2BLAeted by permit Uglicant 1. Building (a) Bualdnog Pe�nnitFee Mul' 'er 2 Electrical Q � (b) Estimated Total Cost of U Caon 3 Plumbing. coo Building Permit fee(a)x.M 4 MeclanW AC 00 �; l+ S2�`�• °f 5 Fire a'" 6 Total 1+2+3+4+5 R I , 70cfd c) Check Number AA SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNILRS AGENT OR CONTRACTOR APPLIES FOR SURMING PKRMIT L Sec.- y as Owner/Authorized Agent of subject property Hereby autbaQize j to act on My behalf,in all matters rglative to work audwrized by this building permit application. S' tare of Owner Date SECTION 7b OWNF.B/AUTHO GENT DECLARATION cam , Q�. I, as• 1Anthorized Aged of subject pvpeity Hereby declare that the statements and information on the foregoing application are true and accm4te,to the best of my knowledge and belief ' � PrintN /30 fo K Si lure of Ouzi / cnt Date NQ OF STOPS' a ,/ SIZE BASEMENT Ok SLAB %v\,eA- SIZE OF FLOOR T'TIvfBERS iia-,A.T Jocqr 1 c` 2 ND SPAN j,LV vA �( 2) 6" O G- DIIvlENSIONS OF-SILLS �.x DDAENSIONS:OF.POM. Dlit/IENSIONSOF GMDERS 5rx 7t b ✓ v �- c Lv� o HEIGHT-OF FOUNDATION '-crTTiICICNESS 10" SIZE.OFFOOTING 10 x '),d MATERI&Of CHQvII+TEY IS BUMDING ON SOLID OR FII.LED'LAND S G 1.i IS BUILDING CONNECTED TO NATURAL GAS.LINE I r 0 I r j Recharger 180 `20' 10' O' 20' 40' j Length 7.5' 1000, Le t Length 6.33' Width ® / ' / - \ h 36• n� Height 20.5" Weight H-10: 34 lbs. 6.33' _i / 1/ `\tel //� �1 v �� t''_. -I ---.. — V 1 J� (L�o 6 O � _�, LOCUS • v 268/ 00, N.T.S. J Recharger 180 - INSTALLATION DETAIL // �9/ , — �s: `V 14,-10" 1}• CRUSHED STONE i VICINITY MAP SCALE: 1 = 500 . . . . . i 100 07 U N p . . . . . . . . . . . . . . . . . . . . . . . / / � _TES: 1r CRUSHED STONE // 0 INS O 1. THE D.E.P. FILE NUMBER FOR THE SITE UNIT TYPE: O CAPACITY: 122 CF. _ IS 242-1. 186 � C� � — � -- . CALCULATIONS BASED ON NOTE: STORAGE CAPACITY DOES NOT / - �\ _ 2. c ROOF LEADERS TO BE EQUPPED WITH 35% STONE VOID N.T.S. INCLUDE STONE BELOW CULTEC UNITS / / 'OVERFLOWS AS SHOWN ON SHEET r CRUSHED STONE O 0 6�6 11 OF 15 OF THE NOI PLAN SET. CULTEC 410 FILTER FABRIC FINISHED GRADE oo/ RECOMMENDED, NOT REQUIRED / 'J (�`V�• \ BS%COMPACTED FILL CULTEC RECHARGER 180 1O/ STANDARD DUTY H-10 CHAMBER 4• PVC INSPECTION PORT TO WITHIN 6'OF F.G. /// FIN. GRADE / CULTEC 410 EL. 266.4 / FILTER FABRIC TOP, SIDES AND BOTTOM •-• -'•�• .F ---_ .N ti _ OG ,os o --- os PROPOSED PLOT PLAN CHAMBER S BOTTOM LOT 11 - PEACHTREE FARMS EL- 262.4 / �6�p In L NORTH ANDOVER, MASS. 6' 36• 6' STONE BASE TYP. E.S.H.W.T. 0 r- 10 ` ; Prepared For TYPICAL CROSS SECTION RECHARGER 180 EL 260.41= / 07 ' , STANDARD H-10 CULTEC CHAMBER SYSTEM / 0 25 25 PEACHTREE DEVELOPMENT, LLC SCALE = N.T.S. X 2 Q 3 2S' 25' _ P.O- BOX 3039 TEST HOLE INFORMATION 2ANDOVER, MASS. TEST DATE: 5/27/04 M , / archi®nda EXISTING GRADE: 261.7 25 � /,— — — � &Associates,L.P. OBS. WATER @ 30" E.S.H.W.T. @ 16" (260.4) 5' —� 25' / PlanrnngCo sultants PERCOLATION RATE: t 10002 62 Montvale Avenue TEL:(781)438-6121 / 3-21 -� Suitel FAX:(781)438-9654 Slonebam,MA 02180 DATE: SEP. 2, 2004 14"/HR 16" / J-22 1 Email:engineering@marchionda.com Website:www.marchionda.com SCALE: 1" = 20' 7 1 4, TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING 41 SAcmU Thiscertifies that ............................................................................................. has permission to perform_':2;.,Z__0_0. 7............................................ wiring in the building of... ............ ............................................ ate- ...... ........�4L ... ,-North Andover,Mass. FeeZO9.. Lic.No.,q LECMCAL INSPECTOR Check # 5585 I HE UUN IMUIV WLALJH UP 1K4,M(;LV3K11 J Office Use only DEPARTM,&VTOMBLIC94FEN Permit No. J BOARD OFFLREPREVEMONREGULAHONSS27CMR 12.W Occupancy&Fees Checked —2 APPLICYeennit FOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORKRMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INKALL INFORMATION) Date Town of North Andover To the Inspector of Wires: The undersigned applies fo perform the electrical work described below. Location(Street&Number) 10 lAtie /I Owner or Tenant ve A G C, Owner's Address 5 S tsp 0`vim Is this permit in conjunction with a building permit: Yes® No (Check Appropriate Box) a6 J� 'nam Purpose of Building -ftYvN t\ �/ Utility Authorization No.at`�5 Ll 1) IExisting Service Amps Volts is Overhead Underground No.of Meters New Service alo0 Amps 90 /,4`f6 Volts Overhead M Underground ® No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work LL);r-,_0 J C9AD_rL No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA rou Rround No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units j No.of Switch Outlets i No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps . Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP I OTHER• ylimua GoAnge.Roman 1D dieGfftmlLaws Iha%eactmatLiab&ykmmwPbbymkxirgC Vide Cora'Wor&,%bsUbalt�quivalat YES ® NO Iha�sutxrmtedvatidptoofafsalnebtheOflice YES M � lf)oubawd� dodYES,pleaseindtc*thetypecfoomEs Eby, box. LL::��11 INSURANCE BOND r7 OI M r7 (plea *Ci y) f ► 1 16 6 5— Lw P Wodwstart bspectiMD&FhPostod Rough CA 1% E0naWdvakrdBmticalwtxk$ Signedurxim"&Rwitiesofperjtay Fit ' RRMNANIE A M (A l e-(- 61 LicerwNo. Liarl9ee �I(%� f/l��j f/n�� signahue Li.1% I��t f ► IQ,'A Ann Busk=TelNa 5-)W ya -3 �4 3�{ C_ ar Aw, ��+C l�}C' C -f�/l ty lf'n Alt Td Na OWNER'SINSURANCEWAIVER;Iamawa<etbatftLicawdoesnothavedrmrmXcc)waipaitsst>lzg&Magmiatast gxmdbyM Gerlaaliaws arddmtmysgmknecndzparrutapphcabalwaivFsthistegt mot (Please check one) Owner M Agent Signature of Owner or Agent Telephone No. PERMIT FEE$ I 1111.5 I.ULY MUL y II1i*U d 11 W, 1 J uun;e use umy DEPAWAi RMOMBUCSAFM permit No. BOARDOFFIREPREVFM ONREGUZAHONSS27aMIZ'lb )�C�� Occupancy&Fees Checked ••1.1.fZ.1.:l�:fiL� AMP PLICATI FOR PELT TO PERFORMELE=CAL WORK ALL WORK TO BE P FORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 rLEASE PRINT IN INK OR E ALL INFORMATION) Date vZ1 K Town of North Andover To the Inspector of Wires: The undersigned applies fo a ermit to perform the electrical work described below. Location(Street&Number) Owner or Tenant Owner's Address S u '�-t►� Is this permit in conjunction with a buildingpermit: Yes No a (Check AppropriateeBox) �1---y Purpose of Building t\ �j/ t,utility Authorization No.Q4354`1 Existing Service Amps �Volts OverheadM Underground a No.of Meters -� New Service �� Amps�.a� Volts Overhead = Underground ® No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work (� t�✓ t,�QQ No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round 0 ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons tof Disposals No.of Heat Total Total No.of Detection and -� Pumps . Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices _ No.of Dryers Heating Devices KW Local Municipal a Othe Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER- Co�a'�.PinsrantbthetegtmanatsofNlasadnsel�GalaalLaws aama�tliab>�Yhn�atoeFt CS'mcl gComplr Co oriCsst�tantialequivaia�t YES © NO a vesfrrmWdva6dptoef0fsamelD&Of=YES 'y�' ffyoutw&dtedl®dYES,pleasein&&the Mxoft by ' the box ttLt�---..SII ET BOND r7 OTHEtt M le) 16 5— Ekpkadmf)* a, g k�rionDa eRegtle�a � CA 1 Estima�dvalteafFJe�Final �tk$ r� utrdrtTieFtmalbesofpa* . NAM/E� MrvN4 'Ie ( G�1 LioareNa Sigrot<ne Lio�eNo p Bu*=Tel NoL 3 54 G AIL TdNo. SMURANCEWAIVER;Iamaw=thattheLiteMoesnothavetheirmaanwaageailsaixtarMqli WMIastetltmedbyMassaduse><.sGanWLaws '�rry sgri�te on dris pemrit applir�tirn waives this rat}ntartalt check one) Owner Agent El Telephone No. PERMIT FEE t na u re wne en $ o ---. g ro g i i C) oL— S v or i O Mr. and Mrs. Thomas Friel 105 Peachtree In. No. Andover Ma. 01845 To Whom It May Concern: In regards to the electrical inspection of our new home. We have asked for special permission on the placement of electrical outlets on the granite backsplash and on the�end� �? cabinet of our peninsula. It has been explained to us that we would be in violation of the yY electrical code if these outlets were not installed. The electrician will supply a boxeGF dI protected wire in the cellar for future installation of said outlets.The two options we were given on the peninsula outlets were either in the granite or in the side of the end cabinet. Our main reason for requesting no outlets would be for the safety of our children. Th ou V1, Electrician contact# Mammola Electrical Services 978-682-8678 i II O Ilk i . O I Peachtree FA M To: Robert Nicetta Building Commissioner Town of North Andover 27 Charles St North Andover, MA 01845 From: John Crawford Peachtree Development, tic 231 Sutton St North Andover, MA 01845 Subject: Construction Supervisor Change Dear Mr. Nicetta, J This letter is to inform you that Michael Mammola will be our on site construction supervisor for all lots at the Peachtree farm subdivision. He has assumed the duties from Mark Venti, as supervisor, on all houses under construction including all active permits, which he is the supervisor of record. This includes 16, 41, 65, 71, 81, 105, and 124, Peachtree Lane, 12, 20, 26, and.32 Lavender Circle. Enclosed is a copy of his construction supervisor's license. Thank you for your help in this matter, John Crawford Peachtree Development, tic i i CC: Brian Darcy Mike Mammola Thomas Laudani Peachtree Development, LLC w T1. BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 088997 Bi rthdat$t;:0.9(09/1969 Expires 09/09/2007 Tr.no: 88997 Re'stric`ted: 00' MICHAEL V MANNOLAT 7 SENECA ST METHUEN, MA 01844. Commissioner I I t i I I I I i own of : over T.- A O dover, Mass.,G0o/�7L / -- GOCHICHEWICK �d ADRATED PV �5 7 S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT RQW.%.0�c.../Anw. ..W.rRAM...�'NtZo 11 �.�C Foundation ..................................... lr.'T'� i — I o5 has permission to erect.....Wim• .................. buildings on .................l..................... 1' '. .M� Rough to be occupied as.....�,.1. ifilrl�".. 'A�.t�r�,al �i. �Lr/ ,. . . Chimney provided vided that the person accepting this permit shall in every respect nform to the terms of the application on file in Final s t office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough rBUILDING .. ...................... ........ ........ Service INSPECTOR Final Occupancy Permit Required to Occupy wilding GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner street No. ''� 4— SEE REVERSE SIDE smoke Det. RTN own o 4Andover 0 dover, Mass., oe,6r6em &2% C% 11b yy 0 LAKE �� T COCMICMEWICK V 7��RATED F'PG��S S�CHUS FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT . .. .. .. (trd .�,/ :vfv!e!,g .♦... C.�...........,....... Y has permission to excavate and pour fou ation at .em: a:!:...twF.. for the purpose of. �A?C.. iAi�M. rbl .. t/.L....Sr�,c. .LIat. ...� c..�j� .......... The person accepting this permit must return to the office of the Building Inspector a !Lifted plot plhow 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 Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. y 19 SEE REVERSE SIDE BUILDING INSPECTOR M y FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** �:O 7�)APPLICANT fkCl�T!Z - .�E\cyv �i. C NE 7 C See -Pkc.:,'*14 ZZ) a,5 iZecc ' a4-te-t LOCATION: Assessor's Map Number I w2F.r e O cl el PeMPARCEL SUBDIVISION LOT (S) f STREETICE ST. NUMBER /0f,5 **********OFFICIAL USE ONLY"********************* RECO MENDATIONS .OF TOWN AGENTS: U*n CONSERVATION ADM DATE 0 DATECTED _ COMMENTS _�ct T ..�..�c --- 55 r c WN PLANN DATE APPROVED /U/_0 DATE REJECTED COMMENTS G�- FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT R/1�i� S 1 dc/ �q .SF'✓ink e,cze saw RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm Recharger 180 20' 10' O' 20' 40' j 7.5' - / O P Length 7.5' Lay ' Up Length 6.33 ® i/� Width 36" Height 20.5• Q1 Weight 0// H-10: 34 lbs. `, j j / \Y \/ 6.33' Q�G v �(0 269X0 s LOCUST 268I `� 11000'N.T.s. Recharger 180 - INSTALLATION DETAIL 14'-10" Ir CRUSHED STONE (O� � VICINITY MAP i , �/ // 100 > > 0' SCALE: 1" = 500' ' O / NOTES: IVY � ,r CRUSHED STONE 0 J, O1. THE D.E.P. FILE NUMBER FOR THE SITE UNIT TYPE: O Q / Dc• _ CAPACITY. 122 CF. IS 242-1186 / � �O — — — CALCULATIONS BASED ON NOTE: STORAGE CAPACITY DOES NOT / �— — — 2— ROOF LEADERS TO BE EQUPPED WITH 35% STONE VOID N.T.S. INCLUDE STONE BELOW CULTEC UNITS / 0 �� � �G� '�OVERFLOWS AS SHOWN ON SHEET �' CRUSHED STONE i p 6y6 11 OF 15 OF THE NOI PLAN SET. CULTEC 410 FILTER FABRIC FINISHED GRADE 00/ RECOMMENDED, NOT REQUIRED 85%COMPACTED FILL 1� ��/ (-1��• \ CULTEC RECHARGER 180 STANDARD DUTY H-10 CHAMBER 4' PVC INSPECTION PORT TO WITHIN 6" OF F.G. FIN. GRADE CULTEC 410 EL 266.4 / / FILTER FABRIC ? TOP. SIDES AND BOTTOM r ,OS �--- OS PROPOSED PLOT PLAN -- n log S r0 o CHAMBER BOTTOM LOT 11 - PEACHTREE FARMS N EL 262.4 / �6in NORTH ANDOVER, MASS. 6" 6' STONE BASE TYP. E.S.H.W.T. 0 / rodPrepared For TYPICAL CROSS SECTION RECHARGER 180 EL. 260.4f= 0 0 25' 25' V PEACHTREE DEVELOPMENT, LLC STANDARD H-10 CULTEC CHAMBER SYSTEM //� SCALE = N.T.S. / r q 3 ?s� 25� P.O. BOX 3039 TEST HOLE INFORMATION 25 � ` l J � ANDOVER, MASS. III 1A1 �p TEST DATE: 5/27/04 _ "® . _ _ _ archionda EXISTING GRADE: 261.7 25 &Associates,L.P. OBS. WATER � 30" E.S.H.W.T. @ 16" (260.4) 25. 25 // Engineering and ��•� Planning Consultants PERCOLA110N RATE: '� ® _� 62 „ ® J-2 1 \ Suite Intvale Avenue FAX:(781)438-9654 14"/HR 16 - 04 3—22 \ Stoneham,MA eog needng@marchionda.com Website:www.marchionda.com DATE:SCALE SEP. 2, 200' Atlantic Design' Resources Ltd. 152 Portsmouth Avenue Stratham,New Hampshire 03885 Phone/Fax 603/418-0764 HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJECT LOCATION 105 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts 01845 i PROJECT 204091 Rev. -- THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH AREA 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 ARF LISTED FOR USE UNDER THE DESIGN CONDITIONS,. ONS,MAY BE SUBSTITUTED AT THE INS ALLER S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. i - i i Atlantic Design Resources Ltd 152 Portsmouth Ave. Stratham, NH 03885 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S E E T 105 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 p 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 Atlantic Design Resources Ltd 1(15 Pead'htree 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 AREAJ, [. ] TEST AREA, 2 ( ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 21 4.20 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 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW I8 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 [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Atlantic Design Resources Ltd 105 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' . Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check. Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC.T 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 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.I. U.S.A. MATER SUPPLY/DEMAND GRAPH 105 Peachtree Lane N.Andover,Ma NFPA-13 D 2 head sprinkler test 150.00 _. _... __.._ 140.00 130.00 1 t � r, ' 120.00 P .._. _._. _ . .. E 1 Oa 00 E 9a,oa S 80.00 S 70.00- U 0.00 60.00 R 50.00 __ i t E 40.00 +- ; t f _ ,! �. _ 30.00 , _._._{ t -__. _ ..__.- _.._. __ ___•..__. .. __ _ ._.._ ! .. 20.00 10.00 � 1 0.00 0 500 1000 1500 -.. 2000 SuRPI 36.00 psi 995.00 9Pm _ FLOW _ Ger ;- • 52.13 :;.t' 8.42 gr r r. u+,...a w-.�,. .M.ui. ._• -,r..a..r......... .-�.._....a.._ ..,sww......w.m..c_. >.w y _.Jam,.._.iki:.�. �... w.a.u... .a. ....� ..[... ....-.._._�L....._ :)..w .w.r...�...._...num_: a:a,dk.Flsi,_ .......-..__i....rns..Y .u.. ..-.w......a,_. I i i Fire & 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 SeriesLFII Residential Flush Pendent Sprinklers 4.2 K-factor standards of any other authorities ha v- General ing jurisdiction. Failure to do so may • impair the integrity of these devices. Description The owner is responsible for maintain- The Series LFII (TY2284) Residential ing their fire protection system and de- Flush Pendent Sprinklers are decora- vices in proper operating condition. tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in residen-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. v apartments, dormitories, and hotels. odel When aesthetics is the major consid- Sprinkler '�` 1� ` eration, the Series LFII (TY2284) should be the first choice. Identification The Series LFII are to be used in wet pipe residential sprinkler systems for Number one- and two-family dwellings and manufactured homes per NFPA 13D; SINTY2284 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- 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- solder melts and enables the internal quired residential flow rates at reduced Maximum Working Pressure: components of the sprinkler to fall pressures,enabling smaller pipe sizes 175 psi(12,1 bar) 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 iC),permitting water to flow. cutcheon providing 3/8 inch (9,5 mm) 162°F/72°C vertical adjustment. This adjustment Vertical Adjustment: reduces the accuracy to which the pipe 3/8 inch(9,5 mm) drops to the sprinklers must be cut to help assure a perfect fit installation. Finishes: 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 The Series LFII(TY2284)Residential Flush Pendent Sprinklers described herein must be installed and main- tained in compliance with this. docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the - Page 1 of 8 9 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 ti Minimum Flow N and Minimum Flow(b)and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage' Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(e) Ft. (Max.2 Inch Rise (Max.8.inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 121nch:Run) for 12 Inch Run) than two sprinklers in"a;compartment. (m x'm) 162°F/72°C 162°F/72°C 162°F1721C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 1B 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (611) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER mantling sprinklers.The minimum re= .a. DeSlgn quired discharge from each of the four Bear CeI/III9 . sprinklers is to be the greater of the Criteria following: Design Crl terra 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 crke- mum allowable coverage area. tial occupancies with horizontal ceil- ria. . A minimum discharge of 0.1 gpm/sq. ings (i.e., slopes up to a 2 inch rise 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 exlst that are outside manding 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. cent of this protection scheme is con- Guide TFP490 for the manufacturer'sto 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 tion as"primary beams";and,to Iden- may be utilized. Operational Sensitivity. The sprin- tify the beams that run principally per- Hydraulicklers are to be installed in the flush endicular to the main beams Design. The minimum re- p , as may position per Figure 1 with the provided quired sprinkler flow rate for systems escutcheon. be present (or in some cases may be 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 tween sprinklers cannot exceed the Types. Solid surible or , solid b hollow kier flow rate is the minimum required p 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?O .'• ..r ��,. 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 I I ACCEPTS WRENCH l_ 1 3/8'SOCKET 29/32±3116' #4947 DRIVE \ (23,0±4;8 mm) SOCKET \ FIGURE 2 CEILING LEVEL MOUNTING SPRINKLER SOCKET TOLERANCE SURFACE WRENCH&SOCKET COMBINATION LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2"(50 mm)DIA. 29/32±3/16' l_ _1 2-1/4' (23,0±4,8 mm) (57,2.mm) O I HEAT COLLECTOR FIGURE 3 2-15/16"(75 mm)DIA PROTECTIVE CAP REMOVAL TOOL B 112'NPT f- -� 7/16"(11,1 mm) NOMINAL MAKE-IN 9/16"(14,2 mm) (_ J 15/16'(23,6 mm) G� DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII(TY2284)RESIDENTIAL FLUSH PENDENT SPRINKLER Page 4 of 8 TFP420 mum depth of 14 inches and the maxi- Sprinkler Types. Series LFII mum width is unlimited.The cross-sec- (TY2284), 162F, Flush Pendent Resi- Ational 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 m q the primary beam and the maximum as presented in the Table A for"Hori- width is unlimited.The cross-sectional. zontal Ceiiings"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 6 ft.from the compartment wall to cen- 23/32 to 1-3/32 inches (Fig.4A).The FLUSH ter of the nearest beam and from cen- vertical centerline of.the Series LFII TY2284 POSITION ter to center between beams. (TY2284)Flush Pendent Sprinklers is Secondary Beam Spacing.The sec- to be no greater than half the primary B Seco beams m S all run perpen- beam cross-sectional width plus 2 ondardicular to the primary beams. p p inches from the centerline of the pri- m mary beam(Fig 4B). 19'9 Secondary beams of a depth equal to E E the primary beam must be placed so NOTES N 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 NN in length(Fig.5B). consulting with a structural engineer. a NOTE Where core drilling is not permitted, . o When the beam pockets created by the previously stated sprinkler position the primary beams exceed 20 feet in criteria for the Series LFII (7Y2234) length, the installation will require the pendent Sprinklers allows for the TY2284 use of secondary.beams as described sprinkler drop to be placed adjacent to MAXIMUM the primary beam. offs-HALF SEAM above. Otherwise, secondary beams WIDTH PWSneed 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-quarter thethe 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 fited area(Fig.6). FlGURE 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 ter between beams(Fig.5C). an obstruction to water distribution per UNDER PRIMARY BEAMS the obstruction rules of NFPA 13 for Refer to the"Beam Ceiling Secondary beams of a cross-sectional ( g 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). dary beams is to be measured from the Lintels.Lintels over doorways exiting face of the soffit as opposed to the the compartment must be present.The compartment wall. minimum height for the lintels is 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 i TFP420 Page 5 of 8. ALL FIGURES: A—��—A—►1- -A--� DISTANCES ARE IF >` MEASURED TO 14'(356 mm) COMPARTMENT MAXIMUM WALL FACES AND TOCENTERLINES "r OF BEAMS A=3'4'to 6'-0'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14'(356 mm)MAXIMUM DEPTH PRIMARY BEAM 20'-W(6,1 m) MAXIMUM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0-(6,1 m) B A=3'-4'toV-O'(1,0to1,8m) fi FOR PRIMARY BEAMS HAV- SECONDARY B ING A 14'(356 mm)MAXIMUM BEAM r DEPTH B-20'-O'(6,1 m)MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY +_. DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE S0.THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0'(6.1 m) COMPARTMENT WALLS "= FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0'(6,1 m) F C A=3'-4'to6'-0'(1,0to 1,8 m) FOR PRIMARY BEAMS HAV- ING AVING A 14'(356 mm)MAXIMUM DEPTH SECONDARY C BEAM C-T-4'(1,0 m)MINIMUM FOR IF SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25 OF PRIMARY BEAMS PRIMARY —or— BEAM C=ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25%OF *REFER TO PRIMARY BEAMS FIGURE 5B COMPARTMENT FOR SPANS WALLS EXCEEDING 20'-0'(6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 5 BEAM ARRANGEMENTS (Refer to the Beam Ceiling Design Criteria"section) TFP420 Page 7 of 8 spection,testing, and maintenance of W a their fire protection system and de- Limited Ordering vices compliance with this Warrant Procedure merit, as well as with the applicablecable Y standards of the National Fire Protec- tion Association (e.g., NFPA 25), in Products manufactured by Tyco Fire When placing an order,indicate the full addition to the standards of any other Products are warranted solely to the product name.Contact your local dis- authorities having jurisdiction.The in- original Buyer for ten (10) years tributor for availability.. stalling contractor or sprinkler manus against defects in material and work- Sprinkler Assembly: facturer should be contacted relative to manship when paid for and properly p 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 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.................... 51-12311-162 with a feather duster,otherwise, non- Tyco Fire Products or for products and Black.................... 51-123.6-162 operation in the event of a fire or inad. components which have been subject Escutcheon: vertent operation may result to misuse,improper installation,corro- sion, Escutcheon for Series LFII (TY2284), It is recommended that automatic or which have not been installed, 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 Chrome.................. 56-123A-001 Authorities Having Jurisdiction.Mate- rials found b Tyco Fire Products to be Fite.................... 56-123-4-001 Y Y Black.................... 56-123-6-001 defective shall be either repaired or replaced, at Tyco Fire Products'sole Accessories: option.Tyco Fire Products neither as- Socket for Series LFII (TY2284) Resi- sumes, nor authorizes any person to dental Flush Pendent Sprinkler, P/N assume for It, any other obligation in 56-000-4-947. connection with the sale of products or parts of products.Tyco Fire Products Wrench & Socket for Series LFII shall not be responsible for sprinkler (TY2284) Residential Flush Pendent system design errors or inaccurate or Sprinkler, PM 56-000-4-948. incomplete information supplied by Protective Cap Removal Tool for Se- Buyer or BuyePs 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 TYCO FIRE PRODUCTS' LI- ABILITY EXCEED .AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY ANDA L OTHER WARRANTIES EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS ITNESS FOR A PARTICULAR PUR- POSE. I Page 6 of 8 TFP420 SECONDARY BEAM PRIMARY ' *USE DISTANCES SHOWN . BEAM IN FIGURES 5A,5B&5C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES FACE OF SOFFIT COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) �r / fitting to the mounting surface will be _ fftSfafffiOt1 nominally 29/32 inches (23,0 mm) as Care and shown in Figure 1A. Maintenance The Series LFII (TY2264) must be in- stalled in accordance with the follow- Step 3. With pipe thread sealant ap- 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 NPTsprinklerjoint 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 afire protection system to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- limit"indicator on the Protective Cap to main control valve for maintenance mum of 21 ft.lbs. (28,5 Nm)of torque check for proper installation height. work on the fire protection system is to be used to install sprinklers. Relocate the sprinkler fitting as neces- which it controls, permission to shut Higher levels of torque may distort the sary.If desired the Protective Cap may down the affected fire protection sys- 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. died. Plate by under- or over-tightening the Ste 6.After t 9 9 p r he ceilinghas been com- Sprinklers which are found to be leak- Sprinkler.rinkler. Read u P p Readjust the position of the pleted with the 2 inch 50 mm diame- in or exhibiting visible signs of corro- s rinkler fitting to suit. ( ) g g g P 9 ter clearance hole, use the Protective sion must be replaced. Each sprinkler must be inspected be- Cap Removal Tool (Ref. Figure 3) to Automatic sprinklers must never be fore installation. Do not use any sprin- remove the Protective Cap and then painted, plated, coated, or otherwise kler that exhibits any deformations or push on the Escutcheon until its flange altered after leaving the factory.Modi- cracks,including cracks on the protec- lust comes in contact with the ceiling. fied or over heated sprinklers tive cap. Do not continue to push the Escutch- replaced. must be eon such that it lifts a ceiling panel out P 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 tike,must be replaced. that the distance from the face of the necessary. The owner is responsible for the in- I i Series 9®9 «Engineered for high Sizes 3/4'' - 211 capacity relief" Reduced Pressure Zoni To prevent back-siphonage and.backpressure of con- Patent 141241,752 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 ba - ck C p 9 backpressure back-siphonage hona a and b k ressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port, resilient Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT.Sizes 3/a" drain.line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/4"and 1"only, 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 mechanical irrigalloo system flow rate(7.5 feet per second) PC-with internal Polymer Coating „909 • LF-without shut-off valves 16 Prefix U- with integral body unions(3/a"and 1"only) 012 FAE-with flanged adapter ends(11/4",11f",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 : - Modular design 5 75. 10 15 20. FPS - Simple and economical service 0 No special tools required for 2U 11,909 • High capacity relief protection servicing against combined back-siphonage/ X15 backpressure backflow Standards (see page 3) a10 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 water temperatures u to 140°F continuous and 180°F in- GPM p p 5 7S 10 15 20 FPS termittent..Suffix HW stainless steel check modules suit- 20 1 1/4"909.M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connections FA 10. 3/4"-1" 9090T has NPT female threaded body connections. 5 1114"-2"909QTM1 has NPT male threaded body connections. Dimensions-Weights (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM Size Dimension(i cher) Wgt.(lbs.) 5 7.5 10 15 20 FPS inches A B C D E F G H 18 strainer 20 1 1/2"909M1 a/4 211/4 171/4 Nis 4 4Y, 11'h 64,4 3zh 155/a 14 1 22'/4 17a/is 7s/is 4 4Y4 11fi A74,, 3% 1T/z 15 15 1Y4 25Yaa 20-Ys 103/a 5 644 5114 42�i 40 I Yz 27Viis 21 a/4 10'/e 5 65/s 5'/4 44 40 a 10 2 304,1 234,a 103/e 5 6Ya 51/4 ---- 40 5 c— " e 0. 10 20 30 40 50 60 70 80 90 100 GPM .Tr — 2" 909M1 5 • 7.5 10 15 FPS 20 If I E 1 rn a10 I F I 909OT•S °B 5 6 For more information,send for FS-909S 0 25 ` 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS VSR-SF PO VANE TYPE WATERFLOW ® FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road• St.Louis, MO 63146-4161 55 Glen Cameron Road . (314) 878-4321 •(800)325-3936 e i Thornhill, Ontario, Canada BT 1 P2--:,.. www.pottersignal..Com (905) 882-1833 UL,ULC,CSFM LISTED and NYMEA ACCEPTED Service-Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS r f:. Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws I I� Contact Ratings: Two sets of SPDT(Form C) t' 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. - Usage: Listed plastic,copper and schedule 40 iron pipe. I Fits pipe sizes- 10, 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. ^ r •NEMA4/IP55rated enclosure-use with appropriate conduitfitting. •Temperature range:40°F to 120° F(4.5"C to 49" C) Caution: This device is not intended for applications in explosive environments. Service Use: ._.. Automatic Sprinkler. NFPA-13 One or two family dwelling NFPA-13D Stock No. 1113000 Residential occupancy up to four stories NFPA-13R U.S. PAT. NO. 3921989, CANADIAN PAT.NO. 11009680 National Fre Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a vane type waterflow switch for use on waterflow. wet sprinkler systems that use 1", 1 1/4", 1 1/2"or 2"pipe 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 pi^e where they will be accessible. The detection device on the system, application of the VSR-SF is units should not be installed within 6" of a valve, drain or fitting not recommended or advisable which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See The frequency of the inspection and testing and its associated Fig. 2 for proper TEE size, type and installation. protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority Screw the device into the TEE fitting as shown in Fig. 2. Care having jurisdiction (manufacturer recommends quarterly or must be taken to properly orient the device for the direction of more frequently). PRINTED IN USA MKT.#8800003-REV M PAGE 1 OF 2 MFG.#5400802-2197 VSR-F ER 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 �e° FOR DESIRED TIME DELAY.USE THE MINIMUM -0 ALTERNATELY TO AN 'OAMOUNT OF RETARD NECESSARY TO PREVENT EVENTUAL 50FT.-LBS FALSE ALARMS, A.°B" SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET-TO "B". O / O °V DWC. 1923-3 CAUTION: TO INSTALL,DRILL A HOLE AS INDICATED: l! MOUNT ON PIPE SO An uninsulated section Of ARROW ON SADDLE a single conductor should PIPE SIZE HOLE SIZE POINTS IN DIRECTION not be looped around the OF WATERFLOW terminal and serve as two 2•t°21/2' 1 1/4'4-1/8'-1116* separate connections. (50mm to 65mm) (33mm amm) I ROLL PADDLE,IN OPPOSITE DIRECTION The wire must be severed, (8 to 8' 2'x1/8' OF WATERFLOW thereby providing supervi- (Gomm t°2oomm) (5omm t2mm) sion of the connection in the event that the wire DIRECTION OF becomes dislodged from WATERFLOW under the terminal. APPROX. RETARD SETTINGS (IN SECS.) 0 A 8 C D E DWG. 1'761-30 ' 0 10-25 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) OPEN ON ALARM CLOSE ON OPEN ON VCLOSE ON ALARM ALARM ALARM EOL 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 ONCLOSE ON TO ADD'L FROM ALARM gLARM DEVICES OPEN ON Y_�,"CLOSE ON CONTROL OR RETURN ALARM ALARM PANEL TO CONTROL i DWG. #761-15 NOTES: 1. The Model VSR-F has two switches,one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed.to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction quarterly or more frequently). (manufacturer recommends If provided, the inspector's test valve,that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation-of the flow detection device on the system,application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible le fortes testing of the fire protection system that this system must betested in accordance with the testing instructions. PRINTED IN USA MKT.#8800001-REV L PAGE 2 OF.2 MFG.#5400761 11195 I LA SERIES MT AND Ml STROBE ® MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal& Mfg., LTD. 2081 Craig Road• P.O. Box 28480.. 55 Glen Cameron Road St-. Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P2 (314) 878-4321 • (800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time'Horn, Code-3 Tone, Code-3 Horn, Slow, Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to.cornply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe, Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features --One alarm appliance with (8) eight selective signals to provide superior sound penetration for a, various ambient and wall conditions with two field ,t;� selectable sound output levels. Code-3 Horn and Tone meet N.FPA/ANSI/1S0 temporal pattern for standard emergency evacu- at ation signaling. 7 • 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. Moder MT-24-LSM • Low .cost installation via standard electrical boxes. (strobelhorn shown) Attractive flush or surface mounting options available. dBA and Current-Ratings 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 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Siow 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 H i!L o 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA. 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'': ::r:•: r!�::..!�'.•,`�t7�y '.�/�j b.:•qy ',{• •. S !. •! •pp �H;4�, '� a r' t/�b•• • • ,'1Y' 1:� 11i�. Y�Y",i'� yl �t1 T.� Y-:r •4',:be:.,•. ::y'�,+�•J���6:�:•:!. .t,r.,'�-r ' ,O D •'r:' , I f• .t . .}••: ti•�• . +q- y•�'•I^!r .o I d` ..7•'.'/' _ J .• •.' .r�7,pe '.�,. `� y�3 '•• •vr4:?•Lt��.! ,41 0 (� ;%•,; ��'a�, r./r1:;�• ::d. K r`•1:fi"C;i _ ,.�!•..:• :o t S o.fp 'gid•�J�y:1•�wti�;.;'�•o �o mob. ::/,•;•Jr �..r l.:':,:.':�i..r �',7..; �1::••.. '•/^� :r'i�•'�"�'}'•'�• ''i• i1' •�'•r•- Pq¢B A`v�i'•fe f°P� �i/'1)K •1. Or,•• �r:J:,. .Sr.y1 .�I,':r r� :;�,� a.... .:',�C. '• •[ ' o •� ► :•ryL )q/C R •. e ,'•/ a•� / v � 1 !'• + Vit: 1C..•er:(O•''+ 'r` '�VL�n,�,• d,.e• r'p••�p•• a 'o• a°• • 1/;'/'. !. r 1♦N''M1.+':::•' :�•�:J ..n,./,� `:�•.•. .,:`GT �' , -y L �: :'''• •• _tYrr'"T,-.•;�'�•'• .`•:9n.•>�:•, 4}r+.•t0+ � ••.i �O .� r r 1,r,1 S�1 'vi ��i y�.Jr/)j��� ,�LLri 7�'�-•,L �7 yi lr-.wF. o. o•:��'�'•..n Sn;�7 , • , ',a L::::r p ( { ��, 7 V �„{r ,1..� -,N �r� '7r(it/. �.b, ,,�•.G;:�•, Jt y '; ADi�o,� , ({',�•J (I ) '4 ) 1Y•t f 4 X1[,0.0•• � 9�!/? I. r � •r•. '�'•r; M ��t �j.�•�Y• :.7 P ! '.✓h VAC y/r7 L•:� r J 1 1. /•.�,:"' + •+ZJS`^•'�'i�,11'* Y A yn ��J �!� � � r � i 1 hf•:,:.�..,).,J/:J:;�. Q/1/+ .N - . Asn• �ti I�1. .r,._ INSTALLATION INSTRUCTIONS Fumes: If the filling cup is above the highest sprinkler, use the following installation procedure: " FireFighter and FireFighter PG have no hazardous r fumes. 1. Close the water supply valves and drain the ' system. System Requirements and Limitations: 2. Add FireFighter•or FireFighter PG to the system All fire rotection sprinkler systems winterized with through a filling cup.. �. - FireFighter or FireFighter PG should conform to local, •d state and NFPA requirements.The use of antifreeze 3. Use the end sprinklers to vent air from the piping. t ' within these systems should also conform to NFPA b " requirements. 4. Back out all of the sprinklers slightly,until ' -• q � p antifreeze appears.This assures that the piping is A. Use of antifreeze solutions should also be in completely filled and all air has been purged from ' .' conformance with any state or local health codes. the system. r Please contact your local health authorities if you y` ,,. have any questions concerning the codes in your area. If the filling cup is NOT above the highest ` 01 sprinkler,use one of the following installation . GUS Maintenance. a r pP���� 6h procedures. .�Garle'C +. Because Ahe chemicals which compose FireFighter �' ��F.. 1. Administer FireFighter or FireFighter PG at the • �, and FireFighter PG can break down over time,systems `'"` highest sprinkler branch line using a filling cup.The , should be tested to determine the level of freeze drop pipe should be filled through the filling cup as protection at the beginning of each freezing season. 1,�.4, shown in the diagram below. _To test the freeze protection Ievel of FireFighter,use a 2. Tighten the sprinkler heads and open the value J small hydrometer to determine the specific gravity off, marked until the drop pipe and the section of pipe the solution:Tomaintain a—15 F flow protection,the above value #1 are empty., s ecific- ravit of FireFi F. c, , p g ,y ghter should be 1.141 at 71 F. �:�;;,s,..- �:'• 3. Close valve #1. Close the filling connection valve. To test the freeze protection level of FireFighter PG, :,- Slowly open the supply valve wide. >:;�•. V use a small hydrometer to determine the specific ; �•r `�;` �?F., gravity of the solution.To maintain a—15°F flow :rr ?r':` Or: protection,the specific gravity of FireFighter PG shouldy�•, lr� 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 �- below. "• y NF weakened, empty the system and replace with fresh Mir J? G, FireFighter or FireFighter PG, according to the ,.a••.';f6) HEATED._AREA UNHEATED AREA t� ,,•s installation instructions. Ga e a , ? Filling Cup Sprinkler Head . j' "'�• F� Water Supply77 Non-Freezing hn •.::• ��.t.;':; I ,i■— Solution ; ?1 ;;�:;•�y . aF;; 12 ins. )jo ;r,�' ' .;�`' Approved ,• O( � ; Indicating �., Valve Wall Drop 5 ft. min. ■ , t rix d #2 Check Valve �;� '.•.;�.'•; [1/32"hole in Clapper) Drain Valve a o �� ':vij,�.. c'� c Fria;=:••• •..,�`: .. Please turn to back panel for additional information. : i PRODUCT DESCRIPTION ' FireFighter and FireFighter PG are non-toxic Chemical and Physical Properties: antifreezes designed specifically for fire protection systems.These products are used in place of water FireFighter: and other water-like fluids in sprinkler systems _Density at 71°F is 1.137 grams/ml where freezing may either cause damage or interfere —Viscosity at 77°F is 7.05 centipoise with the functioning of systems or equipment, and/or _pH of FireFighter is 7 toxicity to humans or animals is a concern. _.Boiling Point at Atmospheric Pressure(760 mm) is 212°F _FireFighter is compatible with all approved types of pipe, including BlazeMaster"' CPUC sprinkler pipe FireFighter PG: and fittings. _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise FireFighter PG is compatible with all approved types 1 _ pH of FireFighter PG is 8.0.9.6 ' of sprinkler pipe systems,with the exception of CPUC. _ Boiling Point at Atmospheric Pressure[160 mm] is 222°F Sizes: Freeze Protection Properties: . . FireFighter and FireFighter PG are available in: k. —One gallon plastic bottles(6 per case) `' FireFighter and FireFighter PG: _Five gallon pails —Minimum Fluid Flow Temperature is-15°F 30 gallon drums •• �ti o — .., _Minimum'Burst"(Hard Freeze)Temperature is—50 F ° _55 gallon drums `r?�a ?;to 5000 gal Ion tank trucks �`�E:'r`.."' Flammability' ' •k AY "': .; Color: •`„ .....:., �� o ::;; FireFighter and FireFighter PG are not flammable +''St since they have no measurable flash point(Pensky- ` FireFighter is orange Martens Closed Cup): however, both r oducts can FireFighter PG is red •'-�''' ,< p — flash or burn if the water content is evaporated off. ) , �,. Applications: ►'P FireFighter: '¢ —Flash Point is 350°F���` `. Wet fire protection sprinkler systems D .'; w _Fire Point is 4D0°F ' Ingredients: :r g FireFihtePG �'; �'• —Flash Point is 214°F FireFighter: °• '' ='' c-: _Fire Point is 220°F���} ;_��•`,,; Active Ingredient: Glycerine 4' •bti •.d• Other Ingredients:Water . Toxicological, Environmental and Health •` ' Viscosity Reduction Agent Information: Dye FireFighter and FireFighter PG are virtually harmless FireFighter PG: to animals or plants:however,the disposal of these Active Ingredient: Propylene Glycol a i�.f materials should be in conformance with national, Other Ingredients: Water �� state, '�'�f} and local health codes. r: Viscosity Reduction Agent L,�;L.:; Dye '�1 FDA References: GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe"by the Federal Food and r Drug Administration. , All y 'FireFighter Freeze Protection Fluid"is a trademark of The Noble Compahy. " ' `'' �• r BlazeMaster-is a registered trademark of R F Goodrich *"Non-toxic'is used to describe extremely low chronic and acute toxicity considered GRAS!Generally Regarded As Safe)by The Food and DN No maximum sale intake for humans has been established.The product is • s`2 Administration g ':i>S "Cleveland Open Cup � ', ',ir p�° ,r4y'�•, .G,, tri• ! ` RECOMMENDED CONCENTRATIONS J h�• ._ �, '�' � '�" FireFighter and FireFighter PG are intended to be usedp� undiluted onl l•. { � A. � 4 Via 0 -. .moo SpA y•�. ro •�• ° •er' {%3 AVAILABILITY k ' FireFighter and FireFighter PG are available .Q throughout the U.S.through wholesale distributors. 'iF"� e :x5';:o• •'' `; Please contact The Noble Company for your local �� ° :;;'•gid �'`'` '-�'`'r a' representative and wholesaler. ,� K s;�• :''w +`� , ,'' ',• 1.3 ' TECHNICAL SUPPORT 't �` � ' 1�• .� t�,t;�; ,�, ^`�,•�• ;� a a�.'�� ; sinstallation design, �� 'zS ' q-�'�, " ' ' � ;ti•�' ', ,y I Specification , n, installation '•�'.b °�•••'°:;r;z .�a'd�yy.:�•`J�E�'�,or ° ,°', t;b�•�o�+rl/s')V''�� �. ' •° p••• :'�'i P�7)C:)r�' +glfff1 '',t'', r• .•'F,Y:;:G4�•,,.p• V techniques,and unique applications will be reviewed >' °`q' '''� ''' r k;•i^f:�' , ' ` ' • '`'% " •`' p request.Address inquiries ATTN:FireFighter `• :•'!:%'q? ,,,F �: �;� .� ;� P �;,�, upon re ues .A '' Technical Support.. :•; .•' : �: .''.�' •� '' ou hfacto representatives service is available thrY �•':: ' '•' -J�;:.n 6:ri�; !t ,'a•` ' and Noble Company staff.Contact The Noble Company '':'' ` �` ..•b. r:r q7 i`:•�;. �'S�.iii:J'4i:,c•::,-.,:�'o:::nl,h for local representatives. ` ;:;:; '`i2 . °'�'�: :::.;;a •:; �: ;;'�t:, R ° •' �r(r, �•{` o.°q .5°y r ew���o a%:;.� r"b%r`;(/.htti;,{l'"' The Noble Companya : •t' ° 0 0 o FriQ 614 Monroe Street °��•Z'; :' ' Grand Haven,Michigan '`;'aa`W Z =°°=Z '' i 49417 ; G .w Phone,[61618427644 1 °�' .=•v• r.;...:r!:'.. r.:_�," ,� FAX:[616]842-1547 `Sc�O-67� —l062 S �f,: '�'�'� a .� ;''.•;,••�,�,:'`�;_;-;;;;•''':!::., ,' • . . t r .ry, b 'lil,t, Ir�r%;�•Ca.'r.j.;.�.. •Z�1 ,::iJ - T 0, .t" � ./.•.`,. ':�i•'h•"� 1<tii r�:r w•:::.!:::+'.'• i°iii J,•:�'. ��yx L • :;,; ��.. :A+6�•��+"ler:=y�'•' •:•::',•;;?�, �.�+^•• �r �`''� . 4 ry` �•i _ ;.• �'i;�rj``V0 .��5/.:;.!° °'�f^••:•:.,.�•,iiA,. .r d,.y:.� ' �. .° �� •• d•♦• :�•' ::i:`t.r. J glia• J i�. ._ •p1•i c''':•'��:r fey+,C p J' '�!:i)':• .!�'i`•',•:'�1:•����,•;.''i- �• ,x ,`e ' iti-;c f,�p t` t �-f �'Y•.', r' Cil:a '�r i - - a:NdS,L.� 'r�- t J^tet,/1.'�',p� '^ ,, ••;. •''.+f m' i;'' :tZ7J J '•�yl�e�q ju.;l.i.4. Printed-in USA 01989 The Noble Co.Form:9FFPIG 289. _ %1'"u� ,;, ,•;cj#� •3` series 909 "Engineered for hign z'aj 3 „ „ ca acity reliefP5 Sizes /4 - 2 p To prevent back-siphonage and backpressure of con- Patent 14,241,752 Laminated water into the safe drinking water supply,when installed at each high hazard cross-connection. sos4T s Use.Series 909 for backflow protection in cross-connec- tion control and containment at the service entrance.The r 909 high capacity relief incorporates the"air-in/water-out” `..... principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port, resilient Note:The installation of a drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT. Sizes 3�4" drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD j Available �eou;eis, CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3A"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. HN-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalrirriga(lon system flow rate(7.5 feel per second) PC-with internal Polymer Coating %11909 ' LF-without shut-off valves 16 Prefix U- with integral body unions(1/4"and 1"only) U;12 FAE-with flanged adapter ends(11/4",11h",2"only) B Features 4 0 Quarter-turn ball valve shut offs 4s Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM, 0 Designed pressure drop 6 Modular design 5 75 10 15 . 20 FPS 4• Simple and economical service a No special tools required for 11,909 0 High capacity relief protection servicing 20 against combined batik-siphanage/ 15 backpi-essure backfiow Standards (see page 3) a 10 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 180°F in- 5 7.5 10 15 20 FPS termittent.•Suffix HW stainless steel check modules suit 20 1 114"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" 909QT 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 eo 90 100 GPM Size Dimension(ii iches) Wgt.(lbs.) 5 75 10 15 20 FPS inches A I B C I D I E F G I H I w/o strainer 20 1 1/2"9091011 I/4 21 Y4 17%, 7s/rs 4 4Y4 11 Y4 6�Y4 31/, 15Y, 14 1 221/4, 173/i, Nis 4 43/4 13 7 3r/s 17Fh 15 15 11/4 255'a2D4�, 103/, 5 65A 14 71/r 51/4 42Y4 40 � 1 a s 1 1 10 1/: 27 Lis 213/i 103/, 5 6/, 15 7/z 5/4 44 4D d 2 30 4 235/, IMA 5 6s/, 1 16 7Y4 51/4 47Y, 40 5 c— A e 0 10 20 30 40 50 60 70 80 90 100 GPM 2" 909M1 5 7.5 10 15 FPS 20 �Xo j 015 0.10 1 r G—I 90907-S I_8 " 5 g For more information,send for FS-909S 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS STRENGTH OFCOPPERTUBING SAFE WORKING INTERNAL PRESSURES TYPE.K TYPE L TYPE M Nom•.Sizei`.:`:` 1500F. 2500F, 3504.- 4000F. 1500F. 2500F. 3500F. 4000F. 1500F. 2500F. 3500F.:.4000F. - "` Inches..;':•. O.D, .(PSQ (PSI) (PSI) (PSI)` (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) , 3130 3030 1980 1300 .nt ; 3/ib 1950 1890 1230 810 y. '/e.. '% 1530 1480 970 640 1160 1120 730 480 1160 1120 730 480 is S �''.a,�,r�} r :..• :, /ie 1200 1160 760 500 '7 •in 4 [�. .. ri.• 1/4.;•,;",•_3/q 1200 1160 760 500 900 870 570 380 750 730 470 310 , 1170 1130 740 490 800 770 500 . 330 560 540 350 230 T. :;ir F•"m,,�'�.':-:.'-_` . •• t 920 690 580 380 740 72D 470 310 500 480 320 210 34 760 730 480 320 650 630 410 270 450 430 280 190 MR.'� 32,?i, 3/ ;t` _r` ,'/t 860 850 560 370 590 . 570 370 250 400 390 250 170 U'/e: 660 660 430 2B0 510 490 320 210 340 330 220 140 � t • 1'4:a;. _13A550 530 350 230 460 440 290 190 340 330 220 140 sY $/t 520 50D 330 220 430 420 270 180 340 330 220 140 45D 430 280 190 370 360 230 150 300 290 190 120 2s/t 420 400 270 IN 350 340 220 14D 280 270 180 120 ti les v i 3�'�rwtfK 3'/a 410 400 260 170 330 320 210 140 260 250 160 110 �ri1 n 4 3'/4 ?',''3a/e 380 370 240 160 320 310 20D 130 260 250 160 110 ' 370 •360 230 15D 300 290 190 120 260 250 160 110 5'A 360 •350 230 150 '286 270 IN 120 240 230 150 100 a• �'"^" 6 ;•?:,`":`.6'/t 370 360 230 150 260 250 160 110 230 220 140 100 ". `-t P,?.;,.._ 8h; ,:; ;:.': 8'/t 390 38D 250 160 2B0 270 180 120 240 230 150 100 4 1. 10'/t 390 380 250 160 290 280 180 120 240 230 150 100 wF � "gl`•.:12 ;` :' .121A 390 380 250 160 270 260 170 110 240 230 150 1 D NOTEr 1500rF S(AI{owoble stress in pounds per square inch). 6000 psi 250 .F':S 58DO psi 3500.F•S 3800 psi 4000 F-S 2500 psi 1 qq{a•-n r INTERNAL VOLUME OF COPPER TUBING Cubic Inches Per Cubic Feet Per Gallons Per _u`. ' -=h• ;tJom.Size; Foot of Tubing 100 Feet of Tubing 100 Feel o(Tubing ({q Inches)':' .936 0542 405 3/t .; ` 1.524 1.740 1.908 .0882 .101 .110 .660 '.753 .826 "• : '?::. '/x`: ',.• 2616 2,796 3.048 .151 .162 . .176 1.132 1.210 1.319 s/i :.:' `' 4A08 4.176 .232 .242 . 1735 1.808 /a 5.232 5.808 6.204 ,. 303 336 359 2265 2.514 2.686 :�-' 9336 9.900 10.488 .540 ,573 607 4.042 4.286 4.540 1'• 14.64 15.12 1572 85 . BB 91 6 34 6 55 •.,:,. .. .is.:.. /.. . ' 6.81 1'/s ,F; 20.64 21.36 21.96 1.19 1.24 127 ' 8.94 9.25 951 2... a,yl 36.12 37.08 38.04 2.09 2.15 22D 15.64 16.05 16..47 1/ 2 55.92 572456.68 3.24 3.31 3.4D 2421 24.78 25.40 ( 3 11 79.68 8)72 8376 4.61 473 4.85 34.50 35.38 36.26 108.00 11052 112.806 5.25 6.40 653 = 4675 47.84 48.83 4a13 140.4 144. 146,4 t 8.1 1.3 8.5 60.8 623 63.4 5 2172 224.4 226.8 126 13.0 13.1 94.0 97.1 982 6 "9 .3105 3216 326.4 18.0 18.6 18.9 .' 1345 1392 1413 24 �. 1111 Table A-2-3.4 Copper Tube Dimensions T e K Type� Type rd Outside Inside YP Wail Inside Wall Inside Wall Tube Size Diameter Diameter Thickness Diameter Thickness Diameter . Thickness in. In. (mm) in. (mm) in. (min) in. (mm) in. (mm) in. (mm) in. (mm) 3111 0.075 (22.2) .0.745 (16.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (20.6), . 0.032 (0-B) ' (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) 1'14 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) 172 1.625 (41.3) 1.481 (37.6) 0.072 (1.6) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.8) 0.083 (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 (51.0) 0.050 (1.5) 272 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) . 0.065 (1.7) 3 3.125 (79.4) 2.9D7 (73.8) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 3'12 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0.095 (24) 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 (146.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) 8 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4.3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) IOLGO INCORPORATED tt CORONA,CA.(714)737.5599 3 2 A 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 , �rppplicatjqp. automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in ..R.6strii6iner the horizontal position. Figure 22 can be installed on the top of a beam,but in this situation acts as a guide to the piping which is supported by the beam itself. , - •_ Figure 22 is not intended to support C.P.V.C. pipe from under a flat.horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab :x. downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the C sprinkler head during activation. . Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R,and 13D. + Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw** A furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket B attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By-Figure number and C.P.V.C. pipe size. Patent Pending Minimum fastener size acceptable, #12 x 1-1/4" hardened hex head self threading screw. 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 . ��,p"u'. !-"�✓�'�' �5 d �)'F h 1 -u.n5•�'M� b, j s m^.�L�'fk 1".' J Iii' �. {,.. r 4 r- .r'A 7 'vr � .3�,.�.,.��•�:,.-�; :�,:.>,:�,-.,.�;,�.7a;����.��::»��.=?Id�.��.��„'.ul 3j!36� �,,:. �a>.�:�,,.,, .,.��:.: 5 lf; ,;�;.. r. �.,1 1- 1/4 3- 1/16 1-5/8 1-3/16 6- 1/2 5/16 1-1/4 11 2 3-3/4 2- 1/8 1-3/16 8 5/16 1- 1/4 15 ru SEI)8/01 i 600 INCORPORATED t. 32B CORONA,CA.(714)737.5599 1 i 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 STRAPTYPE-SIDE MOUNT L� V t r I I I l I�6--1•IE—B-1`I � � I � C Size Range.-3/4"thru 2"C.P.V.C. pipe. Features - The Fig. 23 and Fig. 24 incorporate features Material - Carbon Steel with galvanized finish G-90 govt. which protect the pipe and ease installation. The flared edge spec. design*protects the C.P.V.C. pipe from any rough surface. Function -The Fig. 23 and Fig. 24 are intended to perform The Fig. 23 and Fig. 24 are easily attached to the building as a hanger/restrainer to support only C.P.V.C. piping used structure using the two hex head self threading screws" in automatic fire sprinkler systems. furnished with the product. It is recommended that Fig. 23 and Fig. 24 can be installed on the top or on the rechargeable electric drills fitted with a hex socket attachment bottom of a beam. The Fig. 23 can also be installed on the be used as installation tools. No impact tools (such as a side of a beam, hammer) or impact fasteners(such as drive screws or nails) are allowed. Damage has been known to result from installations The Fig. 23 and Fig. 24 can also function as a restrainer to using impact type tools. No pre drilling of a pilot hole in wood prevent the upward movement of the sprinkler.head during is required. activation. Order B Figure number and C.P.V.C. By- gure pipe size. Approvals - Underwriters' Laboratories listed to support fire Patents Pending sprinkler piping. Meets and exceeds the requirements of °° - Minimum fastener size acceptable, #12 x 1-1/4" N.F.P.A. 13, 1313, and 13D. hardened hex head self threading screw. A B C MAX. HANGER FASTENER . APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE FIG. 23 FIG. 24 FIG.23 FIG.24 FIG. 23 FIG.24 (FT.) SIZE LENGTH PER 100 ,4v .'t -3/4 3-1/8 2-5/16 1 9/16 1 5/32 1 3/16 1 3/16 5-1/2 5/16 - ' 1-1/4 ' t.4 V1- 1 sSZ.s{ l.as xw33all �r ^e 6 v` I ,. ', a a r .« �/ x� ,: . / tvLd . :tv kakrd r iFpr lwi x z4Y 9rc9 1 1 4 4-3/16 3 2.-3/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 .Stpwr� Rr h s4 5-416 23 . '�`1� �A .��...;.�r......r,.r_.,..,.. 4-7/8 3-11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1 1/4 15 MASI-D 814)1 Central ,Sprinkler BlazeMaster, INSTAL TI CATION INSTRUCTIONS . & TECHNICAL MANUAL U.S., Canadian and U.K. Edition LbvTRAL . No. 19.1.0 Rev.4 5,196 Table of Contents 4 Introduction...... ......... ...................... I Handling&Storage .................................. I I Conversion Factors .......... ........................ I- Handling ........................................ 11 Listings and Approvals..............I............... I Storage ................................... I I Where and how to use a Central BlazeMaster S,Ystem: .... I Handling of Central BlazeMaster Cements and Primers I I Central BlazeMaster Specifications .....................3 Solvqnt/Cementing Instructions...................... 11 Pipe ..............................4.. ............3 Joining Central BlazeMa'ster Pipe Systems .............. 11 Central 31azelviaster Fittings ... .... ................. J Cutting...................................... Solvent/Cement...... ........ ...................... 3 Deburring II I Dimensions for Central BlazeMaster CPVC-Pipe............3 Fitting Preparaticii ....... ................ ]? Fitting Socket Dimensions............ ............. 3 Safety and Henith Precautiolis ........ ................ 12 Product Ratings and Capabilities.........................4 Estimating Primer and Cement Requirements.......... 12 Pressure Rating 8:Pressure Listing .................... 4 Primer Application.............................. .. 1 12 Friction Loss . ...... ......... . ......................4 Solvent Cement Application ......... ............... I Assembly.......... 11) Thermal Expansion........... ...................... 4 .............................. I Set and Cure Times ................. .............. Physical and Thermal Properties of Central I I Pressure Testing the System ......................... 14 BlazeMaster CPVC ........ Permissible Deflections of Central BlazeMaster CPVC .....6 Transition to Other Materials ......................... 14 Support and Hanger Recommendations..................7 Flanged Connections ........... ................... . 14 Pipe Bracing with Standard Band Hanger .............. 7 Grooved Coupling Adapters ...**.......I..... 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.... ........................................ 9 Solvent Cement and Primer Spills.................... 15 Primer/Solvent Cement........ .................... . 9 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 System Design .................................... 9. Joining Central BlazeMaster CPVC in Hot Weather...... 16 Installation Procedures ............................. 9 Appendix .........I..................!............... 16 Inspection...................................1.......... ..9 Helpful Tips........................................... 16 Trenching ..................................... 9 Material Safety Data for Solvent Cements and Primers... 16 Snaking of Pipe.................................... 9 Training/Demonstration ............................ 16 ... Back-Filling.................. .................... 10 Material Safety Data Sheets............................ 17 Maintenance...... . ............................... 10 System Riser Installation Requirements................. 10 System Riser Installation Recommendation............. 10 This Installation and Technical Manual contains the criteria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing,C-UL Listing and/or FM Approval. Additionally,the manual contains recommendations for easier installation, bon,general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing,C-UL listing and/or FM Approval.To differentiate between a requirement and a suggestion,use the following definitions: • SHALL-The use of the word"shall"indicates a mandatory requirement of the Listings,/Approval. SHOULD-The use of the Word"should"indicates a suggestion that is not required to meet the ListingslApproval. Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central.This warranty will continue for a period of ten years from the shipping date.Materials found to be defective by Central shall be repaired or replaced at Central's option.Central will nct be responsible for labor charges or consequential expenses or damages incurred as a result of use of its products.This warranty is eypressiv made in lieu of any and all other warranties,e)pressed or implied,including the war- rarities of merchantability and fitness. Al!sales by Central,shall he subject to the terms and conditions stated herein.The placement of orders with Central shall constitute acceo- tance of these terms and conditions.If buyers'purchase orders or confirmations are at a variance with the terms and conditions herein,they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County,Pem-sylvania and the U.S. District Court for the Eastern District of Pennsylvania V,7ith respect to any proceedings arising out or in connection with any purchase and sale sr 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.marks on the product. BlazeMastejlFis a registered trademark of the BFGoodrich ComTony. All Central Sprinkler BlazeMasier CPVC Products are manufactured in the USA. Introduction Central Sprinkler Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride) >,f sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler 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 spririlt e.t piping systems • Flexibility in the piping for greater ease of installation Resistant to rust,scale and foreign contaminant build up Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors Appropriate conversion factors for values shown in this guide are as follows: linch=25.4 mm I 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 in accordance vriill U.S.requirements and C-UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Facto Mutual(FM)Approved for use in: Factory AP • Light Hazard occupancies as defined in the Standard for"Installation of Sprinkler Systems",NFPA 13. Residential occupancies as defined in the Standard for"Installation of Sprinlder Systems in Residential Occupancies up to and Including Four Stories in Height",NFPA 13P, Presidential occupancies as defined in the Standard for"Installation of.Sprinhler Systems in One and Two Family Dwellings and Manufactured Homes",NFPA 13D. • Underground fire service systems as described in the"Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL listed in accordance with U.S.requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by ME&A in Residential buildings as defined by NFPA 13D and 13R.The ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E..Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and FM Approved for use with Central and/or. other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con- suit the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,FM Approval Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System I. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A wet pipe sysiem contains v,,ater and is connecied to a water supply so that the water will discharge immediately when t'he 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: _ R In accordance with the UL Listing, protection shall be provided for Blazeh4aster CPVC pipe and fittings. The minimum proiection shall consist of either one layer of f"thick gypsum wall board,f"plywood soffits,or a suspended membrane ceiling with lay-in panels or tiles havinga weight ihi of 0.35 pounds r .ft.when installed w' 9 P per sq a led rih metallic grids. For residential occupancies defined in NFPA 13D and 13R the minimum prosection may consist of one layer of/ plywood. In these cases,any standard sprinkler head rated at 170°F or less m be used. B. In accordance with the C-UL Listing, rotec;fon shall be provided for BkazeMaster CPVC pipe and fittings. The minimum pro- iectionishains' tofaeherlath and plaster,one layer of 9mm thick:gypsum wallboard,one la•?ger of 13mm plywood,or a suspend- ed megnbrane ceiling wiig luy-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim2 when installed with metallic grids. The effectiveness of this protection can be impaired.if penetrated by large open- ings such as ventilation grills,exhaust fans con-ected to metal ducts serving washrooms excepted. Where such penetration is pre- sent,sent,individual openings exceeding 0.031x:=,but not exceeding 0.71 m2 in area must be located sach that the distance from the edge of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shaft not be used where such open- Y ings exceed 0.71m2 in area. In these cases,any standard sprinkler head rated at 77°C or less may be used. C.For a concealed installation per FM Approvals,the piping shall be protected and completely separated by a permanently installed non-combustible barrier from as area protecied by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic dam,age. Drop in ceiling tiles,as used in suspended catlings are specifically considered not to be permanently installed for the purpcsss of tais definition. Non-combustible is defined as having a minimum finish fire raiing of 15 minutes when tested per ASTM E 119. 4.For an exposed installation: A. In accordance with the UL Listing,Bl=ehlaster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick:Response pendent sprinkler installed within 8"from the ceiling or Listed Residential sprinklers located in accordance mith their Lifting shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations,Listed Quick Response horizontal sidewall sprinlders having deflectors within 6"from the ceil- ing and within 4"frorn the sidewall or listed Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance bet;^an spr inners shall not exceed 14'. B. In accordance with the C-UL Listing,BlazeMoster CPVC pipe mid fittings shall be installed below a smooth,flat,horizontal, fired ceilings in conjunction with listed Quick:Response or Residential sprinklers with a maximum rating of 77°C. _ 5. Central BlazeMaster pipe and fillings shall be installed in areas where the ambient temperature does not exceed 150•F(65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers,as refer- enced in NFPA 13.However,NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinlder Blazeblaster pipe and fittings can be installed in these areas when sprinklering residential occupancies according to these standards. 7. In installations X here sprinkler pipe runs through an attic space that requires sprinklers per NFPA,CPVC piping shall be protected in order to meet the requirements of its UL and C-UL Listings.The Authority Having Jurisdiction shallbe consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings,when installed in accordance with its UL Listing in air plenums,shall be a minimum horizon- tal distance of 24"from an opening in the ceiling such as ventilation grills. The C-UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions,consult building codes and Authorities Having Jurisdiction in your area.Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from- specific heat producing sources,such as light fixtures,ballasts and steam lines.Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central Blazelvlaster CPUC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source,the maximum ambient temperature,heal shielding, if any,and prordmity of CPVC piping to the above.Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10.During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11.Central BlazeMaster pipe and fittings shaLl not be installed in outdoor applications. 12.The use of B1azel\4aster CPVC in ceiling spaces above non-sprinllered areas has not been investigated by UL or FM. i uentraiDiazelvliaster apecincations Pipe v Central Sprinkler B1azeMasler CPVC sprinkle:pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc.(UL&C-UU,Factory Mutual(FM),1✓2-E&A,and the National Sanitation Foundation fP,13F-zv.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 k ")and ASTM F439 (Schedule 80 dimensions for 2"to 3").Female threaded ad7plers for sprinkler head connect;ons contain brass inserts.Fittings carry tha niark ings of Undervrriters Laboratories Inc.(U.&C-UL),Factory Mutual(FIA),ME&A,and National Sanaati�_n Foundation XSF-pv.,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 AS714 F493 and NSF requirements. Please review;solvent cement- ing instructions within this manual prior to installation.. Other primer or cements shall not be used with Central Blazel.4aster products and the use of such non-approved welding agents will void the Manufacturer's warranty and product Listings/Approvals. Dimensions for Central BlazeMaster CPVC Pipe Table A•Central B1azeMasier Pipe Dimensions in Inches(Millimeters) Note: Central B]azelvlaster pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average OD Average ID Pounds per Feet with ASTM442.SDR(Standard '/,' (19.1) 1.050 (26.7) 874 (22.2) 166 Dimension Ratio)is the ratio of the out- 1' (25.4) 1.315 (33.4) 1.101 (28.0) ,262 side pipe diameter to the wall thickness 1'/.' (31.8) 1.660 (42.2) 1.394 (35.6) .41 B of the pipe. ! _ 1%' (38.1) 1.900 (48.3) 1.598 (40.6) .548 A 2' (50.8) 2.375 (60.3) 2.003 (50.9) .859 _ 2'/z' (63.5) 2.875 (73.0) 2.423 (61.7) 1.257 3' (76.2) 3.500 (86.9) 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 --c Nominal Diameter Diameter Minimum i Size Average Average Length Diameter Wall Thickness r Minimum Minimum u _Diameter_ Diameter ___ �} `� '4 1.058 1.046 0.719 0.820 0.113 0.141 F n h V 1.325 1.310 0.875 1.044 0.133 0.166 ;,a' F;, e!z' A `1%' 1.670 _1.655 0.938 1.375 0.140 0.175 1.912 1.894 1.094 1.604 0.145 0.181 _2' _2.387 2.369 1.500_ 1.933 _0.218 0.27_5_ v ° -2W - 2.889 2.868 1.750_ - 2.316 0.276 0.345 3' 3.516 1 3.492 1 1.875 2.892 0. 00 0.375 i Product Ratings and Capabilities Pressure Rating&Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and FM Approved for a rated pressure of 175 psi(1210 kPa)for sprinkler service up to 150°F(65°C). Friction Loss -entrai BlazeMaster CPVC pipe has a Hazen-Williams C-Value of 150.Pipe friction loss calc Standards. ulations shall be made according to 14FFA ^�f0113?ing table S;ov:s the allowance of friction loss for hi-nay,expressed in equivalent feet of pipe. Allowance for Friction loss in Fittings (Equivalent Feel of Pipe) Fitting Size(in.) %" r 1%" 1% 2" 2M" 3" Tee Branch 3 5 6 8 10 12 15 Elbow 90° 4 5" 6 7 9 12 13- Elbow 45° 1 1 2 2 2 3 4 Coupiin9 1 1 1 1 1 2 2 Tee Run 1 1 1 1 1 2 2 'The above stated friction los:values.71-s for Central BlazeMaster fittings only. Wher,using other Listed B1azeMasler CPVC 90`e:a,,,s iroi;h Central Sprinkler BlazeMaster products, please consult the fitting manufacture:'s installation and design manuals. Thermal Expansion BlazeMaster plastics,like all piping materials,expand and contract with changes in temperature.The coefficient of linear expansions is: 0.0000340 inch/inch rF. r e A 25 F change in temperature mperature will cause an expansion of'r'inch for a 50 foot straight length.F g g or most operating and installation P g atlon conditions,expansion and P Table + C Thermal Expansion contraction can be accommodated at changes in direc- Temp Length of Run(it.)non of the pipe run.For additional information on Change 5 10 15 20 25 30 35 40 45 50 70 90, 120 150 Thermal Expansion please see Table C below. ArF Thermal Expansion,AL(In.) 20 .04 .08 .12 .16 20 24 29 33 .37 .41 .57 .73 .98 1.31 Where AL= 1261(61) 30 .05 .12 .1 B .24 ".31 .37 ' .43 .49 .55 .61 .86 1.10 1.47 1.95. e=3.4 x 1(1'inlin!°F(Coefficient of Linear 40 .06 .16 .24 .33 .41 Expansion) .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 50 .10 .20 .31 .41 51 .61 .71 .82 .92 1.02 1.43 . 1.84 2.45 3.26 so .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 Feel 70 .14 .29 .43 .57 .71 .86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 AT=Temperature Change in`F 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 228 2.94 3.92 5.22 An example of Thermal Expansion is shown 90 .18 .37 .55 .73 .92 1.10 1.29 1.47 1.65 1.84 2.57 3.30 4.41 5.B8 beOW: 100 .20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 Example:How much will a 40 foot run of%"of BlazeMaster CPVC pipe increase in length(or expand)if the expected ambient temperature ranges from 35T to 85°F?Changes in length due to fittings are insignificant relative to the pipe. AL= 12el(AT) AL= 12(.000034)x 40 x 50 AL=.82 in:or Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion(see Table C).When designing Central BlazeMaster sprinkler systems,expansion of long runs must be considered if temperature variations will be encountered(ie;summer to winter extremes). Methods of compensating for thermal expansion are;expansion loops,offsets and change of direction of the pipe run.(See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below.If the change in temperature and the maximum worlana 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(30°F to 100°F)AT=70°F perature is greater than those shown in Tables URom. aria E. A Length of Run(11.) Pipe Avg. 10 For conditions 20 30 40 Ions��hich are not covered' o s0 7D 80 90 100 120 14 In the Loop Length C.D.o ------- 0 Iso S' Tables,use the formulas and examples found in Tab size Length of Loop(in.) P le H. 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_ 44 47_ "* at 100°F. 1T 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 to Table H on page 4. 1` 1.900 14 20 25 26 32 35 38 40 43 45__4_9_53 -5j- Refer ti ) 2' 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 AT=70`F 2Y,' - 2.875 18 25 30 35 39 43 46 49 52 55 i0_6 5 70 S= 1560 psi 3' 3.500 19 27 33 38 43 47 51 54 58 61 67 72 77 E=3.85 x 10'psi. - - _ .I Table E•Loop Length(GOT to 120°17)AT=60°17 Nom. A Length of Run(ft.) Note:Table based on Stress and Modulus of Elasticity at G , Pipe 0 U. 10 20 30 40 50 60 70 BO 90 100 120 140 160 120'17 . Size Length of Loop(tn.) Refer to Table H. r. 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 AT= 60'17 1'. 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 $= 1275 psi 1Y'. 1.660 13 18. 22 26 29 32 34 37 39 41 45 49 52 E= 3.55 x lO psi 1117 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 2W 2.875 17 24 30 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42, 46 50 54 57 60 66 71 76 Table F•Loop Length(70°17 to 1507)AT=80°17 Nom. Length of Run(ft.)Pipe Note: Table based on Stress and Modulus of Elasticity at Size Avg' 10 20 30 40 50 60 70 80 90 106 120 140 160 150'F O.U. Length of Loop(in.) Refer to Table H. 3S 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 i 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 AT= 80`17 1Y' 1.660 17 24 29 34 36 41 45 48 51 53 59 63 68 S= 875 psi 1W 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 E= 3.08 x 10'psi 2' 2.375 20 -29 35 41 45 50 53 57 61 64 70 76 81 2W 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 Loop Offset Change of Direction Hangers should only be placed in the loop,offset or ir � Long Run o,Pipe change of direction as indicated.Piping supports ,Rt should restrict lateral movement and shall direct axial movement into the expansion loop. .,' HargOM Guide The Expansion Loop Formula has the following com- . MIN MIN 1141 - e - - 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= Working Stress at IOO°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 will need to be used to find"E"in the Expansion Loop Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 Formula.An example is presented to demonstrate the cal- I.E"x 10'(psi) culaUon 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. "S"(psi) Example How much expansion can be expected in a 240 foot run of 2"Central BlazeA4asier CPUC pioe installed in 40'17 given a maximum temperature change to 100°17? Additionally,hour long should the expansion loop be to compensate for this expansion? First,find the temperature change expressed as AT. AT=100'17-40°F AT=60°17 Now use Table C to calculate the change in length expressed as Al-Since the run is 240 feet ande i i th_ able is inclusive to only 160 feet,two cal- culabons will need to be made. Length of run=160 feet with AT=60'17 From Table C,AL=3.92 in Support and Hanger Recommendations* 'L Some hangers designed for metal pipe are suitable for CPUC pipe. The hanger shall not have rough or sharp edges which can come in contact with the pipe.Do not use under w _� sized hangers.Hangers with sufficient sizing shall be selected based on pipe size(ie;I/ _ ,,.. � :g ==" = 'y' s: hangers for 1 f"pipe).Pipe hangers must comply with the appropriate Standard,NFPP. 1 -- 13D,or 13R,whichever applies. Some local codes may not allow plastic to metal contact.In this case,plastic sleeves or vinyl electrical tape should be used to isolate the materials.Strapping pipe overly tight to a slruc CSC.. CPUC tural 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 1 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 Afcon make three hanger/restraining devices that are available for use with Central BlazeMaster. '7,. The Tolco Model No.22,shown left,or Afcon Model 513 can function as a hanger and as a • �' restraining device.As a restraining device,invert the hanger so that the fastener is down- ' ward.Installation in this manner will prevent upvrard movement of the sprinkler head dur- ingactivation. The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and as LIQ i`; � " _ a restraining strap. '; °~ - ""` Both products incorporate features which protect the pipe and ease installation. The hex Model No.23(shown) head self-threading screw(furnished with the product)is easily installed using a recharge- able electric drill and a 5/6"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 13.5 Because Central BlazeMaster pipe is more rigid than other Nominal Pipe Size s of plastic systems,the support spacing shown in Table L Temp°F types P Y PPo Pa 9 _. _ 3" shall be adhered to when installing the system. 73' 5;4 1 6 1 6% 1 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,c significant reactive force is exerted on the pipe,especially at system pressures greater than 100 psi.The reactive force will cause the pipe to lift vertically if it is not properly secured,especially if the " �Q C ' sprinkler drop is from a small diameter pipe. 0'. When a sprinkler drop is from a';4%1"or 1!"pipe,the closest hanger should brace the pipe against vertical lift-up.A number of techniques can be used to brace thePt e such as a standard band hanger positioning the threaded sup- port pori rod to% 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 is advisable to use lift restraint devices such as the Tolco Model.number 21 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) Branch lines shall be braced at a distance from a tee or inch 4' 3 1 1 inch 5' 4, elbow to prevent lift of sprinl�ters as shown in Tables M and N. 1%inch 6' 5' 1�inch 7' 7' AX inch 7' 7' 'Local codes hove final authority on which types of hanger•can be used. Table N•Support Spacing to an End Line Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) Y,inch 91 6' 1 inch 110• I%inch 1'4• 9 1 Y inch 2' 1: >1 Y,inch 2' 1' Maximum Table M A B When piping"is suspended from a deck,hangers are (Reference Table M)' distance (Ref.Table N)' � Any quired to suspend the pipe as well as for vertical lift between supports . —straint.One support can serve as both. Drop locations j --tween supports are acceptable in any location as lona as z-pport spacing is in compliance with Table M.Examples of here this type of hanging is used include:concrete decks th rod and ring hangers,"pan decks"on I beams with C- camps,or concrete anchors,and under wood joists with aps or rod hangers.See Figure 0. support support Finished Ceiling Line Fig.0 •Drop Ceiling Installation, Maximum Table M A B Bar Joist Bar Joist (Reference Table M)' (Rel.Table N)' �•+ `� . E Am distance V � between supports �. U-Bolt Finished Ceiling Line Finished Ceiling Line .may Figure A Side view Fig,Q•Sprinkler Drop Pipe Adjacent to Truss (Ret.Table M) "—A No upward restraint or hanger is required between sprinklers. (Rei.Table N) When the piping is supported by wood joists or '—�'i trusses,the structure provides the support,especially \ when the joists are close together.The only requirement with this type of construction is to provide vertical restraint and hangers are not required.When supporting C?hC 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 2'0 T �\ �r 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. 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 PVC pip=or fitting mus±be supported near a sprinber head as shor. . n ik. ` �in t.i cn;.r K. t n �9 uCH03 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTIH ANDOVER Building Permit Number 02 S- ?. Date G `/12eos TCERTIFIESt T�T THE BUILDING LOCATED ON /�o 7,11AA 1 o� /" d MAY BE OCCUPIED AS SIA-2 C J`e FA o7/ /y Lv-e ///I&c/ IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY"PLY. CERTIFICATE ISSUED TO Building Inspector S:. C F= Peachtre June 22, 2005 Mr. Michael McGuire, Building Inspector Town of North Andover Building Department 400 Osgood Street North Andover, MA 01845 Dear Mr. McGuire: We are requesting a Certificate of Occupancy inspection for 105 Peachtree Lane(Lot 11) at Peachtree Farm on Friday, June 24, 2005. Please let me know if you have any questions or if you would like to schedule a time to walk-through the house. Thank you for your attention to this matter. Sincerely, Brian Darcy a Project Manager Peachtree Development, LLC i Peachtree Development, LLC P.O.Box 907• North Andover,MA 01845 • 978.327.6540 Fax/978.327.6544 • www.Peachtreefarm.net Town of North Andover NORTH Building Department O 400 Osgood Street �2 g...,V p North Andover Ma 01845 O L (978) 688-9545 Fax (978) 688-9542 '9A Cxwc.x w.cw``. OgATto �S3 CHUS APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS ZO Pe-10 +,ep LOT NUMBER f SUBDIVISION P�G,r I'��1r2SLQ rm DATE REQUEST FILED CD" —O S DATE READY FOR INSPECTION (D 4-Q.l TEN (10)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIlVIE FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED IF THE TRUQY VRE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURA,,A� OFFICIAL USE ONLY ROUTING D.P.W. —WATER METER�ilIs1 (��Q DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. SIGNATURE/DPW AUTHORIZATION i Peachtre rA * NOTE Application is for a foundation permit only at this time. Application is missing sprinkler plans and certified foundation plan. Sprinkler plan and Certified foundation plan will be provided for review prior to issuance of a building permit. o LU LTJ 0 LU Peachtree Development, LLC P.O.Box 907• North Andover,MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net I 0 C� 4QSe c I / tie. Building Permit Check List Lot# Date 3� 1 Building Permit Application completely tilled out Va Signed by Construction Super vb Signed by Peachtree Represenative ,✓b Square footage of house on permit ® 2 Form U signed off a DPW(check for sewer tie in) b Fire Department c Planning Department d Conservation(check for wetland bond,where applicable) 9 -3 Growth Management Form �4 Certified Plot Plan as built foundation plan required for construction permit 95 Copy of Construction Supervisor's License Er 6 Workman's Comp Affidavit 7 2 Copies of Building plans include a copy of the sprinkler plans A] 0 8 Copy of the contract(if applicable) g 9 Copy of the Mascheck(energy audit) Eq 10 Copy of the Form J ® 1 l Check for Permit �a Foundation Permit b Building Permit Fk M (FRO FEB 13 2004 1 (J/ST, 14 : 11/No. 6802897182 P 2 Permit Number i REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3.5 Release I Data filename:K,\Laudani\Peachtrcc\HouscC\4996C.rck PROJECT TITLE: Peachtree Development CITY:North Andover STATE:Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:02/13/04 DATE OF PLANS: 12-19-03 PROJECT DESCRIPTION: House C; '1 COMPLIANCE:Passes Maximum UA—557 Your Home UA—551 1.1%Better Than Code(UA) Gross Glazing Arca or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Plat Ceiling or Scissor Truss 1452 30.0 0.0 51 Ceiling 2:Cathedral Ceiling(no attic) 572 19.0 0.0 30 Wall 1:Wood Frame, 16"oz. 3252 13.0 0.0 235 Window 1:Wood Frame:Double Pane with Low-E 312 0.340 106 Door 1:Solid 13 0.180 2 Door 2:Glass 61 0.340 21 j floor 1:All-Wood Joist/Truss:Over T Tnconditioncd Space 2250 19.0 0.0 106 Boiler I.,Other(Except Gas-Fired Steam),80 A.FUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release I (formerly MECchec4 and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Design Date -/ 0 0 AFFIDAVIT I, SCOTT L. MASSE,attorney for KENNETH W. REA do hereby depose and state: 1. 1 represent Kenneth W_ Rea, owner of a certain parcel of land located on Rea Street, North Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/plan number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of the above stated instrument/plan. 3. Authorization is hereby given that Gerry-Lynn Darcy, andfor Peach Tree Development LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters relative to a certain Building permit(s)issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this�day of J e 2003. S 7T L. MA Sr drn :cn Fn 91 unr N 4� The Commonwealth of Ma ssach�'setts M w t d Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 m� Workers'Compensation insurance Affidavit Name `� ( . ( l('� Please Print Name: Location: City Phone # . I am a homeowner performing all work myself. aI am a sole proprietor and have no one working in any capacity I am an employer pf roviding workers' compensation for my employees working on this job. Com gn name: TV [Vl . F- fj �WPJ S r �i PP tJr� M��ioyrFs1 Address cily. Phone#: U ' insurance..Co.._. Pollc # "J Company name: �E+RjeLLO ee s Pig, 14 j-p� Address 2� Ci 2 O�UPhone Insurance.Co. Poli # 31S Failure to secure coverage as uir under Section 25A or MGL 1'52 can lead to the imposition of criminal penalties of,a fine up to si,5oo.oD and/or one years'imprisonment_. _�nrell_as_civat.Renattiesdn thefnrmpfa_sTop WORK..ORDER,and_afire of.4$1Do.DD3..arlay against me. I understated 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 dy under the ns and penalties of perjury that the information provided above is true and correct. Signature -- FWD_ e (t U, 11 N fur Date • Ti Print name C 4-fz- '�-;p NA M k ty 1 f'),, t Phone,# P12 d 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 E] Licensing Dept Licensing Board Contact person: r-1 Selectman's Office Phone#: ❑ Health Department ❑ Other 06/16/2003 14:59 19783276517 WILLOWS rHut e QOTICE OF ASSIGNMENT 0 EMPLOYER: PEACHTRF-E DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability Com NORTH ANDOVER, MA 01845 COVERAGE GROUP 0139954 The Waiver of Our Right to Coverage under this assignment Recover from Others Endorsement applies to Massachusetts is available on Pool policies. operations only. For coverage Contact your agent for details. outside of Massachusetts, contact the appropriate Pool or Plan for that state. —� INSURANCE COMPANY: AQENT WILLOWS INS AGCY INC TRAVELERS INDEMNITY CO OR 522 CHICKERING RD PRODUCER: N ANDOVER, MA 01845 MS JBOX3ACKIE DENNIS P O BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:223 856664 _ CLASSIFICAT!ON OF OPERATION CLASS ESTIMATED RATE ESTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION j --------------------------------------- ----- -------------- ---------- - RPENTRY-DETACHED PRIVATE RESIPZNCE:S 5645 $0 10.62 $0 ipENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT 0032 $50 STANDARD PREMIUM $50 EXPENSE CONSTANT 0900 $122 TERRORISM CHARGE 9740 $0 RISK MINIMUM PREMIUM 0990 $500 ESTIMATED ANNUAL PREMIUM $500 DIA ASSESS. 4.5% OF STANDARD PREM. $17 EST. ANNUAL PREM. PLUS ASSESSMENT $517 INSTALLMENT BASIS- Annual REQUIRED DEPOSIT PREMIUM $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 DATE OF NOTICE: 05/24/03 PREPARED BY: Joanne Shea EXT 530 * * SERVICING CARRIER ASSIGNMENT * * LETTER Ib: 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street•Boston, MA 02110 (617)439-9030 •FAX(617)439-6055 •www.wcribma.org FORM J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town o1-North Andover. Essex County, Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated Mav 20, 2003 and recorded in the Districts Deeds, Book 7527, Page 143; or registered in Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book , Page ; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts" Plan dated October 24, 2002, last•revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the restrictions as to sale and building specified thereon. :Lots designated on said Plan as follows: (Lot Number (s) and street (s)) - v.J Lots 10 through 19, inclusive, Peachtree Lane b. (To be attested by a Registered Land Surveyor) i hereby certify that lot number (s) Lots 10 through 20, 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''. Registered Land Surveyor I z - ��%,`�•i�rt-� �K�� 1�,��,��f t,}�l�`t�t'1 E l of 2 L L- 3 v r !C;) 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 May 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 Re(listration Book: . Page . acknowledoes satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 10 through 20, inclusive, Peachtree Lane EXECUTE,D as a sealed instrument this clay of May, : 004. Majority of the ' ,' Planning Board v of the Town of North Andover COMMCNWEA" TH OF MASSACIIIUSE TTS County of Essex, ss On this clay of May, 2004, before me, the undersW,ned notary public, personally appeared ( r . ,.,u proved to me through satisfactory evidence of identiFcation, �tihichis' ,— 7 ,,� � V to be the person whose name is signed on the preceding or attached document. and acknowledged to me that he siC7ned it voluntarily for its stated purpose, as member(s) of the Planning Board of the Town of North Andover; Massachusetts, s � 4- NOTARY PUBLICJj My Commission Expires: -6-2 2 of 2 K0?71575.2; s _ GR OWTHMANAGEMENT:BYLAW EXEIVIPTION.STATENIENT z : TOWN OF NORTH ANDOVER13WIL DING DEPARTMENT ** *** This form shall be used to assist the Building Department in their determination of exemption under section. 8.7.6 of the Town of North Andover Growth Management Bylaw. The;'applicant shall provide all of the necessary information:as requested below. e pee Oeoe(o 16 � R'ac 2 e n�l�P Permit Applicant Property address Map./Parcel (g78,3a7 sYo Applicant's Phone Number Si gle Family Two Faln71 I the undersigned applicant for,the above propertyatiest that the attached building permit for which flits form is completed does.comply with the EXEWTION section 8.7:6 ofthe Growth Management Bylaw I also understand prop ding th?7:im.does not absolve me or any pally to this.pis fo errtut from the requirements of obtaining oilier permits required riorto the issuance of the building pemirt Further I"understand that my interpretation ofthe exemption.status is subject to reYtew.by..ihe Building Depaititent and is only officially accepted when the building permit is issued" "`+ Based on section 8 7.:6 ofthe Noith Andover Growth Bylaw,the above lot and the work as applied for on the above lot;;ui the building. permit apphcauon andassociated attachmetits,coniphes with one or more ofthe following sedioris as indicated by a;;check mark. is This is an`application for a building permtt for the atlargement,restoration or~reconsttudton of a dwelling in existence as of the effedtve date ofthis bylaw;provided that no additional residential unit is created The lots)was/were created prior to May 0,-,1996 and are`exempt from the provisions of section 8 7 of the Zoning Bylaw. _ r Tlits application is fo;dwelling units for.low and or moderate u►come farmhes or individuals where all of the conditions , of 8.7 6 are met and or-represents dwelling'unrts for semor residents,where occupancy of I.the unRs:is restricted to senor'citizars through a properlyexecuted and recorded deed restriction rnnningwith`t - -land For purposes of this settion,`senior :shallmean persons over tfie age of 55.,, .,. This application ispart of.development project which voluntarily agreed to a;mmtmum 40%permanent reduction in density(bwldabie lots):below:the density permttted.under zoning and feasible green the environmental conditions of the tract;with the surplus land equal to at'least ten burldable:acres and_permanently designated as open space or farmland The?land to be preserved:shall be protected from development 6y an Agricvltural)Preservation Restriction Conservation Restriction;dedication to the-Town,orother . similar mechanism approved,by the planning board-that will uisure its protection. This apphption represents a tract of land exrstuig,and not held bya'Developer in common ownership with an adjacent i parte!on the effective date ofthis;Sediom8:7.and shall receive a onettniesex Developmait,S'chedulin rovtsions.for == ernPpon fromthe Planned Growth Rate.aid � g P tlte.purpose`of constrtiding one single faintly dwelling unit;,n the parcel. a This application represents a lot."which is'ready forii building permit(all other permits from all other boards and commissions have been received and the probed is inl compliance with those permits) and the Development Sdtedule.does not, accommodate issuing a'Tiuilding permit inttiai year.One butldingpeimit w�ll'be issued per;year per,Development until such time as the developrfi ii schedule accommodates issuinbuildin EXEMPTION ' g g Pis Applicant mus[subrrut:an approved FORIGi:'.0 with flits PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSISTTHE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS!ALLOWED UNDER ONE OR MORE OF THE ABOVE'EXEMPTIONS.. rj, I BY SIGNING BELOW I ATTEST TO THE ACCURACY OF'THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS_ALLOWED AN EXEMPTION AS CITED ABOVE FURTHER I UNDERST" TH?,T THE SUBIvIITT' OF,MISLEADING OR INACCURATE INFORMATION OR THE CHECKIN FF OF EXEMP I IO DOES NOT COMPLY WHE r. NOT'I UNDS FUSAL B THER DOI�7E TO MY-KN m DING DEPARTMENT'TO�ISSUE,A BUIL ING P RMIT. OWL �A EDGE O'R I Icar T SIGNATURE c7 S 0 THIS`FORM TO BE ATTACHED TO TZE.BtTi DING PERIv1lT APPLICATION, ✓!ie�omvnzauoea`f/ o�✓fliraiactu�aal�a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 055419 Birthdate: 1U/18/1965 Expires: 10/18/2004 Tr.no: 3206 Restricted: 00 MARK J VENTI 90 MIDDLE STey—� WOBURN, MA 01801 Administrator I I r IVIH MCHL I r'I VERMONT MUTUAL INSURANCE GROUP@ / 89 STATE STREET-PO BOX 369 MONTPELIER,VERMONT 05601-0369 r Claims 800-435-0397 Since 1828 Property/Liability Claims Fax 802-229-7647 Auto Claims Fax 802-229-8941 E-Mail claim skvermontmutuaLcom April 1, 2015 NOTICE OF PAYMENT OF PROCEEDS UNDER MASSACHUSETTS GENERAL LAWS, CHAPTER 175, SECTION 97A. NOTICE OF CASUALTY LOSS UNDER MASSACHUSETTS GENERAL LAWS, CHAPTER 139, SECTION 313 Town of North Andover Tax Collector/Building Department 36 Bartlet Street Andover MA 01810 RE: Insured: LINDA PAROUS& ROBERT GOODMAN Claim No.: HC207596 Policy No.: H010014896 Date of Loss: 23-Feb-2015 Property Location: 108 PEACHTREE LANE, NORTH ANDOVER, MA 018455248 Type of Loss:oss. lce/Snow To Whom It May Concern: A claim has been made involving loss or damage to real property of the above-captioned property loss location which may either exceed $5,000.00 or cause Massachusetts General Laws, Chapter 175, Section 97A, to be applicable. We have requested per the statutory requirements that the claimant provide us with any certificate of municipal liens from the collector of taxes of the city or town wherein the insured property is located. If any notice under Massachusetts General Laws, Chapter 175, Section.97A is appropriate, please direct it to the Claims Department and include a reference to the captioned insured, locations, policy number, date of loss and claim or file number. Additionally, the damage to the real property in question may exceed $1,000.00 and this letter constitutes notice pursuant to Massachusetts General Laws, Chapter 139, Section 313. Thank you for your cooperation. I C VERMONT MIJI'UAL INSURANCE CO�1PANYNOR'I'FIERN SECURITY INSURANCE COMPANY,INC. GRANITE MUTUAL INSURANCE COMPANY