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Miscellaneous - 41 PEACH TREE LANE 4/30/2018
4 BUILDING FILE I a r. S' Ali �ACNi2fE LfiNt BUILDING FILE -- - - - -- North Andover Board of Assessors Public Access 1 ,. Page 1 of 1 e Mroperty Record Card Click Seal To Retum Parcel ID:210/098.A-0116-0000.0 FY:2012 Community:North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to.Enlarge Search for Parcels a Search for Sales ' z Summary � '� � �� � Residence - Detached Structure Condit 41 PEACH TREE LANE Commercial Location: 41 PEACH TREE LANE Owner Name: CACACE,:GARY&DARLENE Owner Address: 41 PEACH TREET LANE City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:9-9 Land Area: :: 0.29 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 2828 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 585,200 585,200 Building Value: 382,700 382,700 Land Value: 202,500 202,500 Market Land Value: 202,500 i Chapter Land Value: LATEST SALE Sale Price- 732,000 Sale Date: 01/12/2005 Arms Length Sale Code: Y-YES-VALID Grantor: PEACH TREE DEV, INC Cert Doc: Book: 9300 Page: : 100 http://csc-rha.us/PROPAPP/dis la .do?linkld=1893848&town=NandoverPubAce 5/18/2012 r Y Residential Property Record Card PARCEL ID:210/098.A-0116-0000.0 MAP:098.A BLOCK:0116 LOT:0000.0 PARCEL ADDRESSAI PEACH TREE LANE FY:2012 PARCEL INFORMATION Use-Code: 101 Sale Price: 732,000 Book: 9300 Road Type: T Inspect Date: 05/20/2006 Owner: Tax Class: T Sale Date: 01/12/05 Page: 100 Rd Condition: P Meas Date: 05/20%2006 CACACE,GARY&DARLENE Tot Fin Area: 2828 Sale Type: P CerUDoc: Traffic: M Entrance: X Address: T t Land Area: 0.29 Sale Valid: Y Water: —CoColct Id: RB Grantor: PEACH TREE DEV, INC Sewer: Inspect Reas: S 41 PEACH TREET LANE 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: 8 Main Fn Area: 1419 Attic: 7 J NBHD CODE: 9 NBHD CLASS: 9 ZONE: R2 StoryHeight: 2.00 Bedrooms: 4 Up Fn Area: 1409 Bsmt Area: 1419 Seg_Type Code Method Sq-Ft Influ-YIN Value Class Roof: G Full Baths: 3 Add Fn Area: Fn Bsmt Area: 1� P 101 ~S 12500 0.287 202,529 Ext Wiif. FB Half Baths: 1—Unfin Area: Bsmt Grade: VALUATION INFORMATION MasonryTrim: Ext Bath Fix: 2 Tot Fin Area: 2828 Current Total: 585,200 Bldg: 382,700 Land: 202,500 MktLnd: 202,500 Foundation: CN Bath Qual: M RCNLD: 382693 Prior Total: 585,200 Bldg: 382,700 Land: 202,500 MktLnd: 202,500 Kitch Qual: M Eff Yr Built: 2004 Mkt Adj: Heat Type: FA EztKitch: Year Built: 2004 Sound Value: _Fuel Type: GGrade: V Cost Bldgi 382,700 � Fireplace: 1� �Bsmt-Gar Cap: _—Condition: VE Att-Str Val1: Central AC: Y _ Bsmt Gar SF: Pct.Complete: 100 AttStr V6I2:�� Att Gar SF: %Good P/F/E/R: ///100 Porch Tvoe Porch Area Porch Grade Factor P 163 W 168 SKETCH PHOTO ti4 = L2 1685q 12 6 1.4 Xi,x, , 15 " 1395ScjA 15 "" I FM/B 1419 Sq.R , 22 w n .75 " L' � 1 1 M�NI (1111 11111 T , 484;Sa.R 17 — s 22 a - 6 163•SgFt.' T 3 _ 41 PEACH TREELANE Parcel ID:210/098.A-0116-0000.0 as of 5/18/12 Page 1 of 1 Locations r No. Date9 �aRTh TOWN OF NORTH ANDOVER O��t.w ,•,�G h 9 ' Certificate of Occupancy $ ' �'�s'^••°'E<� Building/Frame Permit Fee $ s�CHus Qrb Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 Check # lc�3S t 17324 „r' Bu)Iding 1 spector Location ' No f . Date ' aORTM TOWN OF NORTH ANDOVER 3? i. • OL ~ s 41 Certificate of Occupancy $ �ssA�Nust Building/Frame Permit Fee $ t Foundation Permit Fee $ Other Permit Fee $ TOTAL $ r Check # i 17288 Building Inspector I xA ` TOWN OF NORTHANDOVER BUILDING DEPARTMENT APPLICATION TO CONST-RUCT REPAIR,RENOVATK2 OR DEMOLISH A ONE OR TWO FAMILY DWELLING '�»%W '�' 3 ti;3,zy .,. _ �, 3krSa''s"k er.� �•- t�. }7r,ts,.su :s. Erb a- � sus � ,.W„ ,,, s-^cs; � Wa _xks 1} ss .,aTIT, Irt,fl)>Ef - BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: o Building Commissioner/I for of Buildings a SECTION 1-SITE INFORMATION "�? '® 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 1 J Qr1SL, S� P\oma +� 1�-150 a5 1'e c c,rd ed Cts- �Qw re.r.CQ_ Map'f4umbq Parcel Number b 1.3 Zoning Information: 20 5-sz f 47 1.4 Property Dimensions: Zoning District Prop6shd Use Lot Area - 1.6 BUII.DING SETBACKS ft Front Yard Side Yard R red `_. Provide.F;,f.i R red Provided~t 1.7 Water Supply M.G.L.CAWO. 54) 5. Flood Zone Information Public Private ❑ -'� „ �_�; Zone Outside Flood Zone SECT ON 2-PROPERTY OWNERSI3IPIAUTHORIZED AGENT 2.1 Owner of Record" Yenn.�, y ame(Print) Address for S s! ' Signature Te ephone 2.2 Owner of Record: Name Print Address for ervice: — Si nature Telephone SECTION 3-CONSTRUCTION SERVICES In�e� 3.1 Licensed Construction Supervisor: N fi Y. U il° JA Licensed Construction S/ AJ_ ru�pervissor: :jCo Address C1/7 Z-/?O 656_ / 6 EX / = . Signature Telephone a� 3.2 Registered Home Improvement Contractor Nd Company Name Re Address 1 Expiration Date r� Signature Telephone �d 1 SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes....... No...;...0 SECTION 5 Description of Prdposed Work checkallapplicable) .New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ .; ,AccessoryBldg. ❑ Demolition "❑' Other ❑ Specify 113rief Description of Proposed Work: Uc ,noc1SQ� SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be �s4;::; _ _OFFICIALUSE•ONLY Completed bypennit applicant 1. Building1, (a) Building Permit Fee 8�� J d40 multiplier 2 Electrical (b) Estimated Total Cost of Construction �J 4v Ad 2, 3 Plumbing i Q Building Permit fee(a)x (v) 4 Mechanical HVAC 5 Fire ProtectionO 3 �� 6 Total 1+2+3+4+5 p oL3 I Check Number - SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHENo� OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 3S -- 1r9'3�y I, � (7,f1 a Ck J Q40�l,UGV ti a Ownter uthorized Agent of sub8 property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property r Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Name Signature of Owner/Agent Date I NO. OF STORIES SIZE BASEMENT OR SLAB FyA �- SIZE OF FLOOR TRVIBERS P1 3t� ' �/g( d- 3 SPAN I LA 16" b DINMNSIONS OF SILLS a, - ajxe, DUv ENSIONS OF POSTS 3`/ " DIN ENSIONS OF GIRDERS 13 X9& LVL HEIGHT OF FOUNDATION rl'-*. In' ,h` THICKNESS O S17-E OF FOOTING " x a Q" X TEW,L OF CHU,4NEY rYtQ IS BUILDING ON SOLID OR FILLED IS BUILDING CONNECTED TO NATURAL GAS LINE l TOWN OF NORTH ANDOVER , BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING lw'sa SWO . IIllC.Qj�j BUILDING PERMIT NUMBER: DATE ISSUED: -� a�,t751j 31 SIGNATURE: Building Commissioner/Inspector of Buildings a SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: s ` AriSL SQsi p\a•i IF 11-iso?" os rt ccjrdej G �aw re.n ca. Map umbq Parcel Number 1.3 Zoning Information: o }J�JrS�. 1.4 Property Dimensions: 'J t R5G0 §Q 100� Zoning District Prop6SM Use Lot Areas Fronto fl 1.6 BUILDING SETBACKS ft --- -__ Front Yard Side Yard Rear Yard R ired:Qv Pro_vide a X%V Fepired Provided Required Provided 1.7 Water Supply M.G.L.C.40. 54) '4S S. Flood Zone Infomiation: 1.8. Sewerage Disposal System: Public Private p� ,C ,Zone Outside Flood Zone Municipal On Site Disposal System D SECTON2-PROPERTYOWNERSHINAUTHORIZEDAGENT Sicr��' istrict: Yes 2.1 Owner of Record Ca-L ?,o,; ,:-, d qq N, Ancor M/4day - ame(Print) "" �'��'`y:rr Address for Service: I a , Signature Te ephone 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed ConstructionSupervisor: Not Applicable ❑ ''fi�nn t2,Ct 3 VP +,( Uyl� 65055eq L0� Licensed Construction Supervisor: License Number Address r D Expiration Date •L' Signature 100, Telephone I _ 3.2 Registered Home Improvement Contractor Not'Aliplicable ❑ Company Name ..' Registration Number. Address a� Expiration Date• 1 G Signature Telephone SECTION 4-WORKERS COMPENSATION(M.G.L° C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. -Signed affidavit Attached Yes....... No.......0 SECTION 5 Description of Prdposed Work check all applicable) r• ,New Construction Existing Building ❑ Repair(s) ❑ FAlterations(s) 0 Addition 0 g 1Accessory Bldg. ❑ •Demolition "0' Other ❑ Specify , •' �'' '' °' ' tBrief Description of Proposed Work: I " '�` `• .14 ;h rf '� SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be k. M 'OFFIGSErONLY Completed by permit applicant i MM' .......... 1. Building (a) Building Permit Fee eao 0 03 Multi Tier 2 Electrical Sd� (b) Estimated Total Cost off C-0 Construction 3 Plurnbing q00 0 Building Permit fee(a)x (b) l 4 Mechanical HVAC 3 5 Fire Protection , "d d� 6 Total 1+2+3+4+5 p 0 Check Number �l c-=? SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN p OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Jcoc c 0 I, 5-k Q'I)6\ 19d-W a Owner uthorized Agent of sSBt property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date • SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, ,as Owner/Authorized Agent of subject property r Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Name r ' Signature of Owner/A i ent Date NO. OF STORIES SIZE BASEMENT OR SLAB fi- SIZE OF FLOOR TIMBERS 1 s" 2 Jl 7/B( 3 SPAN 1 , t „o c, DIMENSIONS OF SILLS a - cl x DIN ENSIONS OF POSTS 3`/ " t,c,11 DIMENSIONS OF GIRDERS 13/4 X9& LJZL HEIGHT OF FOUNDAITON '+ J , r b" THICKNESS O S1ZE OF FOOTING '' (3 a 0" X NI�TEI;IAL OF CH 4NEY 0-u-4-v, ISBUILDING ON SOLID OR FILLED LAND So if IS BUILDING CONNECTED TO NATURAL GAS LINE ve V J MAY-13-2004 02 :45 PM MARCHIONDA&ASSOCIATES 781 438 9654 , P. 01 i n 1 ` n e 21.1' 89'95' D=90.00'00" "E R==30-00' L=47.12' PEACHTREE LANE 529'53'44"W S20'53' 100.00 10( ' 89.11 l 7w" 24. 1 CO cn I o� 20.6' 9.4' TO(' F bAATIOnI mi ELEVATION=268.13 _ I 2 0.2' N N ��I�tQ "52 m U - - - ��� �s o 0 12500 S.F. ' -- a HEjN M. I 0 � MF s I 57 7' 0.29 Ac. 4 No. .. i d� f Q `aT �1 I, 1 CNN I r 100.00 ;� 100. 6- - S29°53'44"W 529'5: LA"\Ai 991 71�' WE HEREBY CERTIFY THAT WE HAVE' EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED 'PHIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY, IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H,U,D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY 6PAN9E3 ME NOSTRUCTURE SNOT LOCATED 098 0006 C SHOULD NOT BE USED FOR PROPERTY DATED IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. LINO QF-TERMINATION. CERTIFIED FOUNDATION PLAN LOT 5 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 02 MONTVALE AVE. SUITE: 1 PEACHTREE DEVELOPMENT, L.L.C. STONEHAM, MA. 02180 P.O. BO:< 3030 (781) 4;R-f,1,)1 — ANDOVER, MA 01810 SCALE: 1"=30' DA IL: S/115/u4 I � • � y t I ,p I R i 1 I � I II 1 1 I I } I C� I f i I I I I r I e I I � v I MAY--13-2004 02 :45 PM MARCHIONDA&ASSOCIATES 781 438 9654 P.01 r n e I 21.1' 1 $9:95' D=90'00'00" "E R=30-00' L=47,12' PEACHTREE LANE 529.53'44' W S20'63'. e. 100.00' 10( 24. 1 ' C/ 0)l �? CD 20.6' c3 ` I 9.4' I Tor FOUMOATIO I ELEVATION=268.1 mi 3 20 2' LOT 5 j�\� M �zqCD 44 a 12500 S.F o (N_vn 7 Oo 0.29 Ac.s 4 No. 57 Q _. .�/V 10' , 100.00' _ 100. 6- ff S29'53'44"W 52y'5: L d"1l11 WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY, IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F,E,M.A_/H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO, 250098 0006 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINC DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 5 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 02 MONTVALE AVE. SUITE I PEACHTREE DEVELOPMENT, L.L.C. STONEHAM, MA. 02180 r.0. BOX 3030 (781) 418-6,171 ANDOVER, MA 01810 SCALE: 1"=30' DAIL: Sj� jU4 �,YC Recharger 180 • • • • 40Langth r � WWth 36, o c o 0 0 0 0 0 0 o c o • Heightweight e F ! ®�r H-10. 34 Ibs. lI n n n o o v o a n o o e l �' j _� • eeeveoIveaeee = .� \�� LOT � 000000000000 � � � oocoololoocac III, • - �x .. �� _ Recharger 180 - INSTALLATION DETAIL 1r CRUSHED STONE Ir • - �� �\ •TTT TT TT TT TTI •TTT 1-T 1T Tf Tf� , L�•llllll I i1111I.11111I�I,s,s.•�i •T TT T`TI l u TT TT 1 •T TT TTI I"TT TT T� •11111 LL LL LLI CRUSHED1 , • D.E.P. - NUMBER •- THE SITE IS 242-1186 UNIT TYPE. CAPACITY- 122 CF. CAi=LAnONS akSED ON NOM- STORAGE CAPACITY DOES NOT! 2. ROOF LEADERS TO BE .. ED WITH35% STONE VOID N.T.S. INCLUDE STONE BELOW CULTEC-UNITSM OVERFLOWS AS SHOWN ON SHEET U-ja / bra11 . ..• . CRUSHM . I .. ..,. CULTEC 410 FILTER FABRIC FINISHED GRADE • • • • RECOMMENDED, NOT REQUIRED CULTEC:RECHARGER 180 COMPACTED FILL 4' PVC INSPECTION POR •STANDARD DUTY H-10 CHAMBER To WITHIN 6'OF F.G. FIN. GRADE ►� ` tl i�. EL 263 0 \ O r.� is , i��' BOTTOMHAMB�- LOT 5 PEACHTREEFARMS in NORTH ANDOVER, MASS. ��►�'I'1�1�1'I'I�I�Iy-I ►�I�I�I���I�I^I:I�I�I�. �_ ! � � L 6" STONE BASE TYPICAL CROSS SECTION RECHARGER 180 EL 253.4±7-- STANDARD H-10 CULTEC CHAMBER SYSTEM TEST HOLE INFORMATION TEST DATE: 7/22/03 Marchionda &Associates,L.P. EXISTING GRADE: 261.0 NO OBS. WATER Min,-62andl ::��:r ``j`ij`jj`��`�j`j/``i/f`lj�iJj�ij�ljji's7j•%j�ij'✓j� � �j�/ �, /• f ®_ 1 • Suite���1 62 Montvale Avenue a Stoneham,MA 02180 DATE: MARCH 10, 2004; u . • 'i1• �� 1 rP F E; w !_ Date..... .....©. ... F f AORT" Of t...o`•�1. TOWN OF NORTH ANDOVER O P s PERMIT FOR WIRING ,SSACMUSE� This certifies that l f r has permission to perform ,� l e t t� � w` E" �'! ..... ......................................................... wiring in the building of.....:T� ...CA t'r^r�e /2 l tit o6 ,5 Hyl Pea Curti �� ,North Andover,Mass. at..l ........................................................... ..... Fee..� .!??.7 Lic.No..9.7/8f.......q ? .`u4 j,,!�:.'.'�(r�`.r`...- ELECTRICAL IN§PEC MR Check # 5351 � 1 THEC0MV0NWE4UH0FM4SS4CHUSE77S -Of ce Use only DEPAIUMOVTOFPUBLICSIMY permit No. 3S� BOAROOFFREPREVEMON ONS527011R12.00 Occupancy&Fees Checked APPUCAHONFOR PERMIT TOP ORMELEClRICAL WO ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MAS CHUSSTS ELECTRICAL CODE,527 CMR 12:00 +moi J (PLEASE PRINT IN INK OR.TYPE ALL INFORMATION) Date C (�( Town of North Andover To the Inspector of Wires: f The undersigned applies for a permit to perform th ectrical ork d cribed below. Location(Street&Number) C L&-T- Owner or Tenant Pts Owner's Address Is this permit in conjunction with a building rmit: Yes No (Check Appropriate Box) Purpose of Building /V X09 n g�,J�2 Utility Authorization No. Existing Service Amps �Volts Overhead Underground No.of Meters 1-1 New Service Amps Oolts Overhead r--1 Underground No.of Meters -- Number of Feeders and Ampacity Location and,Nature of Proposed Electrical Work ' �.� (m it,4�e ,,a., 24:1 No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round M ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units' No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS, No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW LocalMunicipal Othe Connections No.of Water Heaters KW No.of No.of Signs. Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER- i hmarataeCo�rage Raseraritotheregtmat�isdi�ItsGaraalLaws Itmeaama,tLiab>7tlyhmaarl Fblicynxkxf¢1gCompleoCoYwWcrgs�arialequival t YES NO lhavearbmubdvalidpp fofsmwtothe01 m YES CTlf3mha� drd®BYES,pleaseirxlicaeft ypeofwvm4pby INSURANCE BOND � MIER (PleaseSpecity) F�aatnnDab F_qfinabdvakie wak$ WotktDSW kq)Mfi rtD*Reqesed Rcugh Final unJ2rsurd > 24 FIRMNAME t �` LicemNo. n"i_7 1 Lic�>see�4( ✓t�'( fd 1 Sig Li0ffW1 o ^ � BtmTe1Na 61 7 D 2� dATER'S NNSURANCEWANEt tse IammmedUtheLioadot smthatetheinsur�aneoo orilsarb al Ak Na 0 7S' andthatmysgamonthis' gpkabMwair,rsthisragtmanat (Please check one) Owner � Agent 1 Telephone No. PERMIT FEE$ Signature ot Uwner or Agent TBECOMMONWE4LTHOFMAS94CHU'SE773' Office Use only DEPAIeTMEWOFPUBM BOAROOFFIREPREVEMON ' p 527CWIZ.00 Permit No. Occupancy&Fees Checked APPLICATTONFOR PERiWT TO P ELECTRICAL WO IUM V, ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MAS CHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date ? Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform thepalectrical ork d cribed below. Location(Street&Number) 0IC 1 Owner or Tenant d' �{^ S . Owner's Address Is this permit in conjunction with a,building rmit: Yes No (Check Appropriate Box) Purpose of Building /�/�L-cJo'�`1`3�y\,.�.2 �i >� Utility Authorization No. Existing ServiceI,d,�� Amp��Volts Overhead Underground No.of Meters -! New Service �.:�.� Amps- olts Overhead Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total No.of Lighting Fixtures KVA g 8 Swimming Pool Above Below Generators KVA round ound 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 Vo.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 'No.of Water Heaters KW No.of Connections No.of Signs Bailasis Yo.Hydro Massage Tubs No.of Motors Total HP +HER 4 E. QriclrCav�Ptit�Iantbthetegtmeniaitsofll�ac�a�llsGtxiatallaws eaamartLiatkkmar PokyinciifgCanpleto Crnaageorilsstlbsiafialeq�rivalai yESNp subrridiadvaGdpoof sanebthe06toe YES ff)M}amYESpkm®tAXof amWby mglhe bm BOND OJ On-� Emm&d Valleof)~7earxal Wcik$ oslatc h1sPMdoMD*RequesMd Rat>�i , u� G l d( LI' .ccJ sigllaai� L;aa�erlo s/ BusiimTel.No. E f 7 '2 ISM< RANMWANEE;Iatnawwdatftlkais &smthmftimm=cDmWorils�(substarialegirivalentas Ak Na O ' mpg Y ern p�rirtapp)ic iwai�sthisiegidiallerlt �uadbyMassadimMGaiaalLam heck one). Owner 1:3 Agent 1:3 _ Telephone No. PERMIT FEE signature or Owner or Agent F ._ - s4`} 1^' •.l'+i.. 1nfr7 J a. _ f s F r _ �.:V i'/�. .. .:. ���j�'� �I�.wdu. ..'e'r. :v✓- rr _a' -'•. pi ..:i^ 1 \ i V FORM U'= LOT RELEASE FARM INSTRUCTIONS:- This form is-used to verify that all necessa a rovals� rY. PP permits from Boards and Departments having jurisdiction have been obtained .This does not relieve the applicant and/or landowner from.-compliance with any applicable.or requirements. APPLICANT FILLS OUT THIS SECTION**** APPLICANT L -l LL e' PHONE ? PICA, FY_w_ as reco4ded LOCATION:ATI'OIV: Assessor's Map Nwmbera Js PARCEL SUBDIVISIONi C� fZl�7y� LOT(S) G STREET ST.NUMBER ******'''OFFICIAL USIE ONL RE NfMENDAM OF TOWN AGENTS: CONSERVATION ADMIN ATOR PATE APPROVED S' r)ATE REJEC'Y ED COMMENTS PLAIVMER - DATE AI'Ra DAVE COMMENTS FOOD INSPECTOR-HEALTH D/4'FE APPROVED ORATE REJEC.FW SEPTIC INSPECTOR-HEALTH DATE APPk1O16EO. DATE-REJECTED COMMENTS PUBLIC WORKS-SEWERNYATER CONNECTIONS DRIVE W PE_MIT FIRE DEPARTMENT RECEIVED BY BUILDING-INSPECT R DATE t! U Revised 9197 jm A Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code RESc%eckSoftware Version 3.5 Release I Data filename: K:\Laudani\Peachtree\HouseB\4996B.rck PROJECT TITLE:Peachtree Development CITY:North Andover STATE:Massachusetts HDD: 6322 CONSTRUCTION TYPE: I or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:03/22/04 DATE OF PLANS:3-21-04 PROJECT DESCRIPTION: House B :'COMPLIANCE:Passes Maximum UA=541 Your.Home UA=530 "2.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1328 30.0 0.0 46 Ceiling 2: Cathedral Ceiling(no attic) 275 19.0 0.0 14 Wall 1:Wood Frame, 16"o.c. 3360 13.0 0.0 240 Window 1:Wood.Frame:Double Pane with Low-E 345 0.340 117 Door 1:Solid 21 0.180 4 Door 2:Glass 63 0.340 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1874 19.0 0.0 88 Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. B,uilder/Designe A&4z Date i �eQcl�a� ),Oa-- 5 C�I Peachy cc �,a � v GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVER BUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.1.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as`requested below. Peach J� IXJ C_ J ( ocher an Permit Applicant Property address Map!Parcel Applicant's Phone Number Si le Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw.I also understand providing this form does not absolve me or any.party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit.Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot,in the building permit application and associated attachments,complies with one or more of the following sections as indicated by a check mark. This is an application for building permit for the enlargement,restoration or reconstruction of a dwelling in. existence as of the effective date of this bylaw,provided that no additional residential unit is created. The lot(s)was/were created prior to May 6,1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals,where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents,where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running ring with the land For purposes of this section"senior"shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density(buildable lots)below the density permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland.The land to be.preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the planning . board that will ensure its protection. This.application represents a had of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a one time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready fora building permit(all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that year.One building permit will be issued per year per . Development until such time as the development schedule accommodates issuing building permits.Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTION WHICH DOES NOT COMPLY,WHETHER DONE TO MY KNOWLEDGE OR NOTA GROUNDS FOR REFUSAL BY THE BUILDING DEPARTMENT TO ISSUE A BUILDING PERMIT. crf- nQ r- iskla ARPLICAN711S SI V DATE THIS FORM TO BE TTACIIED TO THE BUILDING PERMIT APPLICATION NORTHPOINT REALTY DEVELOPMENT SOUTHPOINT To: Robert Nicetta Building Commissioner Town of North Andover 27 Charles St North Andover, MA 01845 From: Thomas Laudani Northpoint Realty Development 231 Sutton St North Andover, MA 01845 Subject: Peachtree Farms Building Permits Dear Mr. Nicetta, We would like to transfer the-bui its reviouslyissued in fiscal year 2003 for .lot 9 and lot 23 and apply them.tV lot 5 �otDue to sales on lot 5 and lot 8 our intention is to build on those lots at this old off on lot 9 and lot 23 until fiscal year 2004, which begins:on July 1, 2004. Attached is the building permit, being returned, for lot 23 (26 Lavender circle). We have applied for and submitted all supporting n PA pp � documents for lot 9, but havep et to ick u the y P `permit. Also attached are building permit applications and,supporting'documents for both lot 5 and lot 8. Thank you for your help in this matter, Thomas Laudani Northpoint Realty Development' CC.. JohnICr4Wford Brian Darcy Mark Venti P.O. Box 907, North Andover, MA 01845 Office 978.327.6540 Fax 978.327.6544 4 � t RECEIVED MAY 1 s 2004 BUILDING DEPT a The Commonwealth of Massachusetts Department of Industrial Accidents Office.of Investigotions w` Boston, Mass. 02111 Wormers'Compensation Insurance Affidavit Name QL��- +p v Please Print Name: Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ra 54 1 am an employer providing workers' compensation for my employees working on this job. Company name: Ptao-hfa-e rj--')e✓4 f d enLg otI ,L,L L Loi Address h�n Citv: V V s and mr , i 1"l o `T Phone# T7 7 d Insurance.Co. -Frave QYS Policy# f!ox Lt 7 D -71/-15-46 3 Com an name: /M 1� C/ E'�t f L1J Address SL ion City Phone#: Insurance Co. � � L � Polic #- �G -' 3 S'3 37a ? 6 -c i Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine up to$1,500:00 and/or one years'imprisonment.as_well_as_civii.pobattiesjhlheform cf-a_STOP WORK ODF RR..and_a.fine.of.(.$1Ao�A)-a day against.me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. /do hereby certify under the pains and penalties of perj that the information provided above is true and correct. Signature Date Print name „ 1-: P( Q-CO n Phone.# -0 3oZl-&,99 a Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensing Building Dept ❑Check if immediate response is required ❑ Licensing Board ❑ Selectman's Office Contact person: Phone#: ❑ Health Department ❑ Other e • , ' Z a. i I i 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability Com NORTH ANDOVER, MA 01845 COVERAGE GROUP 0139954 The Waiver of Our Right to Coverage under this assignment Recover from Others Endorsement applies to Massachusetts is available on Pool policies- operations only. For coverage Contact your agent for details. outside of Massachusetts, contact the appropriate Pool or Plan for that state. INSURANCE COMPANY: AGENT WILLOWS INS AGCY INC OR 522 CHICKERING RD TRAVELERS INDEMNITY CO PRODUCER: N ANDOVER, MA 01845 MS JACKIE DENNIS P O BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:223 6 5 6 664 _ CLASSIFICATION OF OPERATION CLASS ESTIMATED RATE _ ESTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION -------------------------------------- ----- -------------- ---------- ---------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 .tPENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT 0032 $50 STANDARD PREMIUM $50 EXPENSE CONSTANT 0900 $122 TERRORISM CHARGE 9740 $0 RISK MINIMUM PREMIUM 0990 $500 ESTIMATED ANNUAL PREMIUM $500 DTA ASSESS. 4.5% OF STANDARD PREM. $17 EST. ANNUAL PREM. PLUS ASSESSMENT $517 INSTALLMENT BASIS: Annual REQUIRED DEPOSIT PREMIUM $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 PATE OF NOTICE: 05/24/03 PREPARED BY: Joanne Shea EXT 530 * * SERVICING CARRIER ASSIGNMNT 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 ti 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,and/or 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. $ TT L. MA $E drn :pn en AZ unr I FORM J LOT IZELEASE The undersigned, being a majority of the Planning Board of the Town of North Andover, Essex County,Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds, Book 7827, Page 143; or registered in Land Registry District as Document No, and noted on Certificate of Title No. in ' Reaistration Book Pae has been coin leted/ a rhall Page p P Y 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. U� Lots designated on said Plan as follows: (Lot Number (s) and street(s)) T-I Lots 1 —9 and 20.—28 inclusive, Peachtree Lane and Lavender Circle b. (To be attested by a Registered Land Surveyor) I hereby certify that lot number (s) Lots 1 — 9 and 20 — 28 inclusive, on Peachtree Lane and Lavender Circle do conform to layout as shown on Definitive Plan . entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover. Massachusetts". Registered Land Surveyor 1 oft (K0259882J) i 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 Perfonnance Bond or Surety dated 20 , and/or Covenant dated May 20, 2003 from Bim Kahuna Properties, LLC of the City/Town of North Andover Essex County, Massachusetts recorded witli the Essex North District Registry of Deeds, Book 7527, Page 143, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Book , Page , acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 1 - 9 and 20—28 inclusive a sealed instrument this 27 da of Nov era7b r, 2003 EXECUTED as Y Majority f the t/. , Planning Board of the Town of North Andover COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. November•�, 2003 Then personally appeared i7 f6q-Z rY�' ,-one- the above-named members of the Planning Board of the Town of North Andover, Massachusetts, and acknowledged the foregoing instrument to be the free act and deed of said Planning board,before me, :4,11)jti UY"'Ald.[�)oilr Notary Public v l My Ctor=ssion Expires 2of2 1K0259892.11 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code RES check Software Version 3.5 Release Id Data filename: K:\Laudani\Peachtree\HouseB\4996B.rck PROJECT TITLE:Peachtree Development CITY:North Andover STATE:Massachusetts HDD: 6322 CONSTRUCTION TYPE: I or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 03/22/04 DATE OF PLANS:3-21-04 PROJECT DESCRIPTION: House B COMPLIANCE:Passes Maximum UA=541 Your Home UA=530 2.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1328 30.0 0.0 46 Ceiling 2: Cathedral Ceiling(no attic) 275 19.0 0.0 14 Wall 1:Wood Frame, 16"o.c. 3360 13.0 0.0 240 Window 1:Wood.Frame:Double Pane with Low-E 345 0.340 117 Door 1: Solid 21 0.180 4 Door 2: Glass 63 0.340 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1874 19.0 0.0 88 Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release Id (formerly MECchec�and to comply with the mandatory requirements listed m 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. i Builder/Designer Date -3-rgfl-dy pfrot /Hang r NORTH 0 Tov- of 0 .1 LAK dover, Mass., COCMICMEWICK y1' ADRATED pPa,`�� O `s U BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT ..�...W!�d�M!��79!`T�Aft... .......�/......N.!4.. t...1 ........................... Foundation has permission to erect.....W. ..vo ................ buildings on 'I'........ -..�}.1...l� � .. -....... Rough to be occupied aS.� S ..t'�.�... I.Ri .FI�/!1!t!t �? !!�.It.,r�ta��..� K .,............ Chimney provided that the person accepting this permit shall in evv respect conform toterms of thea lication on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final Buildings In the Town of North Andover. „ = Tb wab w-"•o^i PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. es"I rXfs0f.90; 1 Rough Final PEB.MIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR -UNLESS CONSTRUCTION STARS Rough Service BUILDING IN PECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENTUntil Inspected and Approved by the Building Inspector. Burner C •S' te*A, SC4f Street No. SEE REVERSE SIDE 7 1 �4— Smoke Det. �. J e • t ^at .-a'.k err.�' e ''� .. n - _ -. . t.. — - '' ..• a .+e•. ..-1: ,, -. :a..d l. 'w a• �°+���a _ g Y�it .F� �`s. .� t • r v E Y t� i Peachtre rAM To: Robert Nicetta Building Commissioner Town of North Andover 27 Charles St North Andover, MA 01845 From: John Crawford Peachtree Development, llc 231 Sutton St North Andover, MA 01845 Subject: Construction Supervisor Change Dear Mr. Nicetta, 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, llc CC: Brian rian Darcy Mike Mammola Thomas Laudani Peachtree Development, LLC P.O.Box 907• North Andover,MA 01845 • 978.327.6540 Fax/978.327.6544 • www.Peachtreefarm.net i i � 1 a� i } If Y I f i i i r " BOARD OF BUILDING REGULATIONS:. Licenser CONSTRUCTION SUPERVISOR Numbelr ---CS 088997 Bir�hda 09/09/1969 fig& z }pExP-e; D9/09/2007 Tr.no: 889.97 MIC,MAEL V MAN � 7S STG- METHUEN, MA 01$°4d Commissioner i { x, - ���� � � � � � �a I a . . � � � I i ; I I I I � �h � � .., �:. a .e5 �`'9 � ? � . `�' � � .. �. F" v y�W J i ,� .: r .. i t I i i ._ i i I � '� � � i - � � �� j � � i t Atlantic De4n Resources. Ltd. 15?' '^* smouth Avenue,'Stratham,New Hampshire 03885 P' )03%418-0764 email: asdr@conversent.net S ee, \ Pe,,J�f� � qe�s '�r��tirt,�e �Q �-' 'ION SOUT ��opMEN,. W,��o,�HP01NT � paintpc.com I i 41 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204040 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH IS A PART'OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR.DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS,WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. G 3 �I i I I f 1 �f ♦ � 1 ( „ • .t a _ 111{• I I 41 Atlantic Den Refo-urces Ltd,, ., 152 Portsmouth-Avenue,=Stratham,New Hampshire 03885 Phone/Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For LOCATION 41 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204040 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH IS A PARTOF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR.DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS,WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. f h,, I v ` �.. t. ii: 0r. j it .5` !t� t' � .V:� • .. .tom, c I i ` ..,...� i w i . III ... ..P.��;k i } ', '�} 3'� '.:a :�Akr .. � I j 1� r H Y D R A.'"U\'L I C C A L C U L A T I 0 N S C 0 'V E R SIR E E T Lot #41Peachttee 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) 65 RESIDUAL PRESSURE (psi) 55 RESIDUAL FLOW (gpm) 1080 i B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 11.19 THIS. SYSTEM OPERATES AT A FLOW OF 28.05 gpm AT A PRESSURE OF 50.07 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES. USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Lpt #.4lPeachtree Lane- N. Andover; Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 J<j REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 21 4.20 26.00 14.00 11.69 0.58 11.11 22 4.20 26.00 14.05 11.19 0.00 11.19 THE SPRINKLER SYSTEM FLOW IS 28.05 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR -_> AT REF. PT. 1 <--- STATIC PRESSURE 65.00 psi RESIDUAL PRESSURE 55.00 psi AT 1080.00 gpm TOTAL SYSTEM FLOW 48.05 gpm AVAILABLE :PRESSURE 64.97 psi AT 48.05 gpm OPERATING PRESSURE 57.71 psi AT 48.05 gpm PRESSURE REMAINING 7.26 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A ] BACKFLOW PREVENTER [ ] METER [ DETECTOR CHECK VALVE [ ] OTHER DEVICE ' - 1 Lot #41Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head,sprinkler.test PAGE 2 FITTING Egtivalent Length per NFPA 13 1994, 6-4.3 ' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=451Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE .(psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 28.05 75.00 23 3.32 120 18 1.265 0.098 0.000 57.71 50.07 7.64 2 3 28.05 8.00 22354 4.98 120 1.8 1.265 0.098 1.733 50.07 47.07 1.27 3 4 28.05 10.00 23 3.32 120 18 1.265 0.098 0.000 47.07 36.77 10.30 4 5 28.05 3.00 23 9.27 120 9 1.400 0.060 1.300 36.77 34.73 0.75 5 6 28.05 20.00 32 9.27 120 9 1.400 0.060 8.233 34.73 24.75 1.74 6 7 28.05 14.00 33 6.62 120 9 1.109 0.185 0.000 24.75 20.93 3.82 7 21 28.05 28.00 22223 21.87 .120 9 1.109 0.185 0.000 20.93 11.69 9.24 , 21 22 14.05 10.00 0.00 120 9 1.109 0.051 0.000 11.69. 11.19 0.51 A MAX. VELOCITY .OF 9.31 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 21 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER-SUPPLY/DEMANDGRAPH - i 5 Lot.`#'41 Peachtree Lane-N.And fila NFPA-1 3 D:,2 head sprinkler test + 150.00' -- -= --��:� T�,_` �_ - �___-- _.: 130.00 . 120.00 - P 110.00 R 100.00 + ---_ — E 90.00 - -(_ -�— --�------�------�:.---- �__._ y-----------+---- _----�----- I. S 80.00S X00 - U60.00 R 50.00 - E 40.00 '��--�---- -- ----J•---------�-._..____k____-�--__ � ��� _�_-- �. C. 30.00-` 20.00 . JL i 10.00 -T- 0.00 + + 0 500 1000 — 1500 2000 Supply: 55.00 psi . 1080.00 gpm FLOW Demand: 57.71 psi 48.05 qpm r�� `a." �°Y.,.. ,c, arm r ,�,,; .� spa �i m ..,eGa. t3 u' 'S,� 't'" ,�..y {ski 'K;?'�`"' & !3 °�� t'�::.a� '�, a-KX. ...,b � � •yt, $"r .� !� �';�. hb r. �YYk��}�r y� ,r,. H..� � -n'sy •.J� ..A� ,� ';y, � }.. ¢+R,... `fit ��.h�� �.�rr.,�.'4t# P'' bT'3�`., ""�'�;kti���,�f- ,c�,:v �» r�. i✓ °.;;�� ;! n�,...ti` � ,ems.,�, � i@r Y� �)+;�'Ns;�' .�+y }w ���Ya. _^yr+P'4� s '�: P:� .. i r ' tqcO Fire & Building ENTRAL Products Customer Service/Sales: Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Tel:(215)362-0700/(800)523-6512 Fax:(215)362-5385 Series LFIi Residential Flush Pendent Sprinklers 4.2 K-factor standards of any other authorides hav- General ;ng jurisdiction. Failure to do so may impair the Integrity of these devices.. Des tion The owner is responsible for maintain- The Series LFII (TY2284) Residential Ing their fire protection system and de- 11 Flush Pendent Sprinklers are decora- vices in proper operating condition. tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in residen-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. apartments, dormitories, and hotels. j Sprinkler/Model When aesthetics is the ma or consid- ,. eration, the Series LFII (TY2284) should be the first choice. Identification ` The Series LFII are to be used in wet Number pipe,residential sprinkler systems for one- and two-family dwellings and SIN TY2284 manufactured homes per NFPA 131); wet pipe residential sprinkler systems for residential occupancies up to and Technical including four stories in height per . Operation NFPA 13R;or, wet pipe sprinkler sys- Data p tems for the residential portions of any occupancy per NFPA 13. The sprinkler assembly contains a. Approvals: small fusible solder element When ex- The Series LFII (TY2284) has a 4.2 UL and C-UL Listed. posed to sufficient heat from a fire,the (60,5) K-factor that provides the re- Maximum • solder melts and enables the internal Working Pressure quired residential flow rates at reduced 175 psi W bar) components of the sprinkler to fall pressures,enabling smaller pipe sizes away. At this point the sprinkler,acti- and water supply requirements. Discharge Coefficient: vates with the deflector dropping into The flush design of the Series LFII K=4.2 GPM1psi112(60,5 LPM/barin) its operated position (Reference Fig- (TY2284) features a separable es- Temperature Rating: ure 1C),permitting water to flow. cutcheon providing 318 Inch (9,5 mm) 1620Ff72°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 maln- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire.Protec- tion Association, in addition to .the Page i of 8. JANUARY, 2003 TFP420 a � r z �1 4. ivy l e, . k ,9L ek 3' I Page 2 of 8 TFP420 Minimum 17116 rot and Minimum Flow N)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual.Pressure For Sloped Ceiling Coverage Spacing -For Horizontal Ceiling For.Sloped Ceiling (Max.81nch Rise for 12,Inch Run) Area(!). Ft .(Ma)L2Inch Pise. (Max.8 Inch Rise Three sprinkler design.whenthem are more FL x Ft (m) for 12166h.Aun) for 12 Inch Run), than two sprinklers in'a.ompartment. (m x in) 162"FI72"C 162°F/72°C 162"F/72"C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3;7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14x: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) 16 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psl(1,27 bar) 20.5 psi(1,41 ba* 18.4 psi(:1;27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) WA (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a)For coverage area dimensions less than or between those indicated,it is necessary to use the minimum.required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Requirement is based on minimum flow In GPM(LPM)from each sprinkler:The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NEPA 13D AND NFPA.13R HYDRAULIC DESIGN CRITERIA o FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER ■ manding sprinklers.The minimum re= Design quired discharge from each of the four Beam Ce►ting ■ sprinklers Is to be the greater of the Criteria following: Design Criteria The Series LFII (TY2284) Residential •.The flow rates given in Table A for The.Series LFII(TY2284) Residential Flush Pendent Sprinklers _are UL NFPA,13D and 13R as a function of Flush,Pendent Sprinklers are UL and Listed and.0-UL Usted for installation temperature rating and the maxi- C-UL'Usted for.installation in resid'en- in accordance with the following crate- mum allowable.coverage area. tial occupancies with horizontal.ceil- ria. • A minimum discharge of 0.1 gpm/sq. Ings (I.e.,-slopes up to a 2 inch rise ft over the"design'.area"comprised over a 12 inch run)with beams when NOTE of the four most hydraulically`de= installed in accord ance.With the follow- When conditions exist 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. cept of this protection scheme is .to Guide TFP490 for the manufacturer's recommendations that maybe accept• Obstruction To Water Distribution. locate the sprinklers on the underside able the local Authority Having Jurus- Locations of sprinklers are to be In of the beams,Ref.Figure 4, (not in the diction. accordance with the obstruction rules beam pockets); to identify the main . Of NFPA 13 for residential sprinklers, beams that principally run In one direc- System Type.Only wet pipe systemstion.as"primary beams";and,to iden- . may be utilized. Operational`Sensitivity. The sprin- tify-the beams that run principally per klers are to be installed in the flush pendicular to the main beams,as may Hydraulic Design. The minimum re-' position per Fgure 1 with the provided be present(or in some cases may be quired;sprinkler flow rate for systems escutcheon. designed to NFPA 13D or NFPA 13R necessary for proper sprinkler protec- are given in Table A as a function of Sprinkler Spacing. The minimum tion),"as°secondarybeams". temperature rating and the maximum spacing between_sprinklers Is 8 feet Primary and Secondary Beam allowable coverage areas.The.sprin- (2,4' m). The maximum spacing be- Types.'Solid surface, solid or hollow. kier flow rate is the minimum required tween sprinklers cannot exceed the core,combustible or non-combustible. discharge from each of the total length of the coverage area(Ref.Table number of'design.sprinklers"as speci- A)being hydraulically calculated(e.g., Primary and Secondary Beam Posi- fied in NFPA 13D .or NFPA 13R. maximum 12.feet for a 12 ft.x 12 ft. tioning Directly attached to the.un- coverage area,or 20 feet for a 20 ft.x derside of a combustible or non-com- For systems designed to NFPA 13,the. 20 ft.coverage area). bustibie smooth ceiling at any, number'of'design sprinklers is to be elevation. the the four most-hydraulically de= Primary Beam Cross-Section:Max!- TFP4 t Page 3 of 8 WRENCH ,. RECESS #4948 WRENCH$SOCKET 3W(2,4 mm)TYP. - FACE OF COMBINATION DO NOT SPRINKLER OVER-TIGHTEN r- -� FrTTING I I ACCEPTS WRENCH l_ _1 3/6•SOCKET 29 16- #4947 DRIVE \ (236 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. 1 i , 29/3213/16' (23,0t4,8 mm) - - (572.mm) O . HEAT ��- COLLECTOR I Ir FIGURE 3 PROTECTIVE CAP REMOVAL TOOL 2-15/16•(75 mm)DIA. B 12•NPT r- -� 7/16'(11,1 mm) I_. -J NOMINAL MAKE-IN 9/1W(14.2 mm) t 15/16•(23,6 mm) DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFP(TY2284)RESIDENTIAL FLUSH PENDENT SPRINKLER " Page 4 of 8 TFP42O mum depth of 14 inches and the maxi Sprinkler Types. Series LFII mum width is unlimited.The cross-sec- (M284), 162F, Flush Pendent Resi- Ational shape`of the primary beam may dentlal Sprinklers. Z be rectangular to circular. . Sprinkler.Coverage Area and Hy- Secondary Beam Cross-Section. draulic Design. The sprinkler cover E. Maximum depth to be no greater than age areas and hydraulic design criteria m ry-beam and the maximum as.presented in the Table'A for'Hori- width is uniimited.The cross-sectional zontal Ceilings"are to be applied. a 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 fL-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 LFI I ' TY2284 PosmoN ter to center between beams. (TY2284)Flush Pendent Sprinklers is Secondary Beam Spacing.The sec- to be no greater than half the primary beam cross-sectional width plus.2 B ondary beams principally run perpen- Inches from the centerline of the pri- ? dicular to the primary beams. mar (Fig 46 E g Secondary beams of a depth equal to y beam g ) E E the primary beam must be placed so NOTES that the beam pockets created by the Core drilling of beams to allow the primary beams do not exceed 20 feet installation of sprinkler drops requires in length(Fig.5B). consulting with a structural engineer. N NOTE Where core drilling is not permitted, e When the beam pockets created by the previously stated sprinkler position the primary beams exceed 20 feet in criteria for the Serres LFII Pendent the length, the installation will require the Pendent Sprinklers allows ft n' use of secondary beams as described sprinkler drop to be placed adjacent to -HALFMAximum above. Otherwise, secondary beams the primary beam. ONEH BEAM need not be`present. Beam and Soffit Arrangements:.A HnorH PLUS soffit ispermitted to be placed'around 2'. (50,8.mm) . Secondary.beams of across-sectional the perimeter of a compartment with depth greater than one-quarter the the beam.armngement within,the sof depth ,of the primary beams are to be filed area(Flg.6). a minimum of 3 ft. - 4 in. from the F/GURE4 compartment wall to center of the The cross-section of the soffit may°be SPRINKLER POSITION/NG nearest beam and from center to cen- any size'-as Tong as it does not create UNDER PRIMARY BEAMS ter between beams(Fig.5C). an obstruction to waterdistribution,per Refer to the."Beam Ceilin Secondary beams of a cross-sectional the obstruction rules of NFPA 13 for ( 9 residential sprinklers. depth no greater than one-quarter the Design Crfterfe section) depth of the primary beams may be When soffits are present, the pre- placed at any compartment wall to viousiy 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 th e Lintels.Lintels over doorways eating face of the soffit as*opposed to the the compartment must be present.The compartment wall. minimum height for the lintels is 8 NOTE inches or no less than the depth of the Although the distance to the beams is Primary Beams,whichever is greater. measured from the face of.the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP420 Page 5 of S ALLFIGURES: A— —A—+ —q� DISTANCES ARE II¢ g MEASURED TO 14.(356mm) COMPARTMENTMAXIMUM WALL FACES AND ..+.. �.> „� > �N ti_ y .,•s?:v.+s %s+;•s TO CENTERLINES OF BEAMS s, A=3'-4'to G-O'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAW ING A 14'{356 mm)MAXIMUM -�, DEPTH J PRIMARY BEAM (6,1 ) MUM COMPARTMENT WAI L5 :::x. r.,•..• ;t.•:r.•:.:.•.•:::r:..,;.;,..:;�t.•:r.•.•.,r:.;;•..'�,•.st.• FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0'(6,1 m) ;y A=3.4'to 6'40'(1,0 to 1,6 m) FOR PRIMARY BEAMS HAV- SECONDARY . B INGA 14'(356 mm)MAXIMUM BEAM' DEPTH >r B=W-W(6A m)MAXIMUM FOR SECONDARY BEAMS THATARE TORE EOUAGIN PRIMARY i:• DERTHTOPRIMARYBEAMS BEAM .90 THAT PRIMARY BE W PLACE T BEAM :POCKETS DO NOT EXCEED' . 20'-0'(6.1 m) COMPARTMENT WALLS FIGURE 6B _PRIMARY BEAM SPANS GREATER THAN W-W(6.1,m) C A=3'-4'IoG-0' 1,Oto1 m FOR PRIMARY BEAMS HAV- ING A AVINGA 14'.(356 non)MAXIMUM SECONDARYr y C DEPTH BFJ1Al1 qjC=3-4'(1.0 m)MINIMUM FOR SECONDARY BEAMS HAVING .f DEPTHS GREATER THAN 25% OF PRIMARY BEAMS. PRIMARY BEAM .= C=ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 256A OF *REFER TO PRIMARY BEAMS FIGURE 56 COMPARTMENT FOR SPANS WALLS EXCEEDING .rt.ter:,•{+,•.r.•:. •..r.•.•. r:::, ::i;•{,:. n SII 20'-0' 61 m r FIGURE 6C COMBINATIONS OF PRIMARYAND SECONDARY BEAMS FIGURES BEAM ARRANGEMENTS . (Refer to the"Beam Ceiling Design Criteria"section) TFP420 Page T of 8 spection,testing, and maintenance.of their fire protection system and de- Limited Order/ng vices in. compliance with this docu- Ment, as well.as with the yap_* 'J"bie warranty' Procedure standards of the National.Fire Protec- tion Association (e.g., NFPA '25),'in Products manufactured by Tyco Fire When placing an order,Indicate the full addition to the standards of any other Products are.warranted solely:to the product name.'Contact your local dis authorities having jurisdiction.The in- original Buyer for ten (10) years tributor.foravailabII4,. stalling contractor or sprinkler manu- against defects in material and work- S rinkior Assembly: facturer should be contacted relative to manship when paid for and properly F y' any questions. installed and maintained under normal Series LFII(TY22B4),K=42,Resden- use and service.This warranty will.ex- tial Flush,Pendent Sprinkler without NOTE pare 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). klersare not used for hanging of any ranty is given for products or objects and that the sprinklers are only components manufactured by comps- Chrome.................. 51-123.0-162 cleaned by means of gently dusting nies not affiliated by ownership with white.................... 51-123.4-162 with a feather duster,otherwise,non- Tyco Fre Products or for products and 6lacit.................... s1.123 6-162 . operation In the event of a fire or lead- components which have been subject Escutcheon: vertent operation may result. to misuse,improper installation,corro- sion,or which have not been installed, Escutcheon for Series LFII (TY2284), It Is recommended that automatic maintained,modified or repaired in ac K=4.2, Residential .Flush .Pendent sprinkler systems be Inspected, cordance with applicable Standards of Sprinkler with •(specify) finish, P/N 'tested, and maintained by a qualified the National Fire Protection Associa- (specify). Inspection Service. tion,and/or the standards of any other Authorities Having Jurisdiction.Mate- White .................. 56-123-9-001 rials.found b Tyco Fire Productsto'be white.................:.. 56-123 -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 (TY2264)Res!- assume for:it, an izes any person to dentia) Flush Pendent Sprinkler, P/N assume for ft, any other obligation in connection with the sale of products or 56-000=4-947. parts of products.Tyco Fire'Products Wrench,& Socket for Series LFII shall not.be responsible for sprinkler (TY2284),Residential Flush Pendent system design errors orinaccurate.or. Sprinkler,PIN 56-060-4-948. incomplete information supplied by Protective Cap Removal Tool for Se Buyer or Buyer's represen'tetives. 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' Ll ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FORECD/NG WARRANTY IS MADEIN LIEU,OF ANY AND Ar L OTHER WARRAN77ES EXPRESS OR IMPLIED,INCLUDING WARRAN77E OF MERCHANTARILfTY AND FIT- NESS•FOR A PARTICULAR PUR- POSE, Page 6,of 8 TFP420 SECONDARY BEAM PRIMARY ' *USE DISTANCES SHOWN BEAM :'. IN FIGURES SA;5B&5C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALLSURFACES FACE OF SOFFIT COMPARTMENT WALLS RGURE6 r BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) fitting to the mounting surface will be installation nominally 29/32 inches (23;0 mm) as • Care and shown in Figure 1A. Ma�nfenance The Series LFII ante it must ll ins St® 3.With pipe thread sealant a stalled-in.accordance with the follow- P P P P- ing instructions: plied to the pipe threads,hand.tighten The Series LFII (TY2284) must be NOTES the Sprinkler into the sprinkler fitting. maintained and servicedin 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 IFigure 2). The wrench recess of the Absence of an Escutcheon Plate may place the sprinkler imsendce. Socket is to be applied to the sprinkler delay the time to sprinkler operatlon 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 5.Use the"calling level tolerance- Before closing a fire protection system to 1411.6s. (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.tire 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. wed. P/ate.by under-or over-tlghtening the Step 6.After the ceiling has been com- Sprinklers which are found to be leak- Sprinkler.Readjust the position of the pleted with the 2 inch(50 mm)diame- Ing or exhibiting visible signs of corro sprinklerfitting to suit ter clearance hole, use the Protective sion must be replaced. Each sprinkler must be inspected be Cap Removal Tool (Ref. Figure 3) to Automatic sprinklers must never be -fore installation. Do not use any sparemove the Protective Can- P and;then painted, plated, coated, or otherwise kler that exhibits any deformations or Push on the Escutcheon until its flange altered.after leaving the factory."Modi- cracks,:including cracks on the''protec- just comes in'contact with the ceiling. fled or over sprinklers must be tive cap:' Do not continue to push the Escutch- re laced. eon such that it lifts a ceiling panel out P Step 1.The Sprinkler must be installed of its normal position. If the Escutch- Care must be exercised to avoid dam- only in the.pendent„position and with eon cannot be engaged with the Sprin- age before,during,and afterinstak the Sprinkler waterway centerline per- kler,or the the"Escutcheon cannot be lation. Sprinklers damaged by drop= pendiculartothemounting,surface. engaged sufficiently to contact the ping, striking, wrench twisf/slippage, Step 2.install the sprinkler fitting so ceiling,relocate the sprinkler fitting as or the like,must be replaced._. that the,distance from the face.of the necessary. The owner is responsible for.the in J ries 9:09 «Engineered for high siZeS 3�4,,._ 2" capacify.relief ReduCed Pressure Toprevent back-siphonage and;backpressure of con watent e4z41,752 taininated water into the safe drinking water supply, when installed at each high hazard.cross-connection: 909QT-s Use Series 909.for backflow protection In cross-connec- tion control and containment at the service entrance.The 909 high capacity relief incorporates the"air-in/water-out" principle and substantially improves the relief valves dis- charge performance.The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard -RPZ backflow preventer. Standardly fumished 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 g/4" drain line,and air gap in necessary(see page 5). and 1" haveTee'handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD A affable Models CROSS-CONNECTION'and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3A'"and 1"only Suffix Capacitj! QT-With quarter-turn,full port,resilient seated ball valve shut-offs As compiled from documented Foundation forCross-Connection Control and Hydraulic S-with bronze strainer Research of the University of Soulhern:Cailfornia lab tests. HW-with stainless steel check modules for hotwater and harsh water conditions •Typical maximum mechanicalirrigation system flow rete(7.5 feet per second) PC-with internal'Polymer Coating „909 LF-without shut-off valves 16 Prefix U- with integral body unions(Wand 1"only) 012 FAE-.with flanged adapter.ends(11/4",11h",2' only) a 8 Features 4 ee Quarter-turn ball valve shut offs e Replaceable bronze seats o 5. 10 15 20 25 30 35 GphR Designod pressure drop Modular design 5 75. 10 t5 20 FPS ° +.Simple and economical service •` No.speciai tools required for 1"909 • High capacity relief prosection servicing 20 against"combined back-siphonage/ 15 backpressure backflow �+ a10 Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and o 5 to 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 1409F continuous and 180°F in- 575 10 15 20 FPS termittent..Suffix HW stainless steel check modules suit- z0 1 1/4"909M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210'F for harsh water conditions. t5 Connections a ,o 3/4"-l" 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 80 90 100 GPM Size Dimension(i"ches) Wg (lbs.) 5 75 10 15 20 FPS inches A B C D:. E F G 1 H I w/o simmer20 1 1/2"909M1 % 21 Ye 17% 7Yie 4 4Y, 11% 6% 31b 15Y, 14 1 .22Y4 173Ac N 4 4'/e 137 31/e 11'/: 15 15 1Ye 25% 20% 10'J/i 5 We 14 7%1 5'/e 42% 40 1'h 27Yie 21%: 10eh 5 Re 15 Th 5Y, 44 40a 10 2 30Yi 23% 103h5 6% 16 7�.I 5'/e 47Ya 40 5 c. " e 0. 10 20 30 40 50 60 70 `80 90 100 GPM D r 2"909M1 5 75 10 15 FPS YY ,� 20 E N� 0`10 L F_G 96eors _H 5 6 For more information,send for ES-9095 0 25 50 75 100 125 150 175 200 GPM 5 7s 10 is FPS 1lS R-S POTTER(Be FOR SMALL PIPE VANE TYPE WATER FLOW 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 (31 t)878=4321`� (800)i325-3936 - Thornhill, Ontario, Canada 0T 1 P2,,,j www.pofersignal.com (905)882-1833 UL,ULC,CSFM LISTED and NYMEA ACCEPTED ServicePressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure:Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT(Form C) 15.0 Amps at 125/250 VAC 2.0:Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2"conduit. Usage: Listed plastic,copper and schedule 40 iron pipe. a$ Fits pipe sizes-1", 1 1/4", 1 1/2"and 2" Note:10 paddles are furnished with each unit,one for each pipe size of threaded and sweatTEE, one for 1" CP,VC and one for d 1/2"polybutylene: (CTS-Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. J. •NEMA 4/IP55.rated enclosure-use with appropriate conduit fitting. Temperature range:40"F to 120° F(4.50 C toA9°�C) Caution: This device is not intended for applications in explosive environments. , +Tua Service Use: Automatic.Sprinkler. NFPA-13 Stock No.1113000 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R U.S. PAT. N0.3921989, CANADIAN PAT.N0. 1009680 National Fre Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock.No. 0090018 The Model VSR-SF is a.vane type waterflow,switch for use on waterflow. wet sprinkler systems that use 10, 1 1/40, 1 1/2"or 2"pipe size. The unit may also be used as a sectional waterflow The vane must not rub the inside of the TEE or bind in any detector on large systems. way. The stem should move freely when operated by hand. The unit.contains two single pole double throw snap action The device can also be used in copper or plastic pipe installa- switches and an adjustable, instantly recycling pneumatic` tions with the-proper adapters-so that the specified TEE fitting retard.The switches are actuated when a flow of 10 gallons may be installed on the pipe run. per minute or more occurs downstream of the device.The flow INSPECTION AND TESTING: Check the operation of the unit condition must exist fora period of time necessary to over- by opening the inspector's test valve at the end of the come the selected retard period.., sprinkler Iine 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 topside of the pipe 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`andStandards and/or authority Screw the device into,the TEE:fitting as shown in Fg,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 VANE TYPE WATERFLOW uf: ® SWITCH WITH RETARD FIG. 1 FlG.2 DO NOT LEAVE COVER OFF FOR SWITCH TERMINAL CONNECTIONS EXTENDED PERIOD OF TIME CLAMPING PLATE TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM -g ALTERNATELY TO AN AMOUNT OF RETARD NECESSARY TO PREVENT EVENTUAL 50FT.-LBS FALSE ALARMS, A 'B• SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO W. O O O" DWD./923-3 CAUTION: TO INSTALL,DRILL A HOLE AS INDICATED: fJ�, (w�\ MOUNT ON PIPE SO An unlnsulated 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•tot 1/2• 1 tJa•+UB'-1/i6' (50mm to 65mm) (33mm*2mm) i ROLL PADDLE IN . separate connections. OPPOSITE DIRECTION ,The wire must be severed, 3•to 6' 2'miB• - OF WATERFLOW thereby providing s.upervi- (Bomm to Mom) (50mm r2mm) sion of the connection in the event that the wire DIRECTION OF becomes dislodged from WATE`;�, under the terminal.. APPROX. RETARD SETTINGS (IN SECS.) 0 A B 1 C. D E OWG. 1761-30 ' 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 ALARM ON OPEN ON CLOSE ON EOL ALARM ALARM RESISTOR SIGNALING DEVICE NOTE: FOR SUPERVISED CIRCUITS' SEE 'SWITCH TERMINAL CONNECTIONS DRAWING AND CAUTION NOTE (FIG. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTIONOPEN ON CLOSE ON TO ADD'L CONTROL FROM ALARM ALARM DEVICES . OPEN ON t` �CLOSE ON OR RETURN ALARM �i ALARM PCO TO CONTROL DWG. 1761-15 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 usedJo 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 NEPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided;the inspector's test valve,that is usually located at the,end of the most remote branch line,should always be used for test purposes. If there-are no provisions for testing the operation-of the flow detection device on the system,application of the VSR-F is not-recommended or advisable. A minimum flow of 10 gpm is required to actiiate this device. %IMPORTANT NOTICE: ;Please advise the person responsble for testing of the fire protection system that this system must be tested in accordance with the`testing instructions. PRINTED IN USA MKT.118600001-REV L PAGE 2 OF 2 MFG.45400761-11/95 . i LIN bt:I�lE5 MTANO MT5TRQBE MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal& Mfg., LTD: 2081 Craig Road•P.O. Box 29480: 55 G6 mcimeron Road. St Louis, MO 631464161 ,Thornhill,Ontario,Canada UT 1 P2 (314) 878-4321 •(800)325-3936 . (905) 882-13133 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,Hom, Code-3 Tone; Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA approved. Features -One alarm appliance with (6) eight selective �. signals to provide superior sound penetration for various ambient and wall conditions with two field i selectable sound output levels. Code-3 Horn and Tone meet NFPA/ANSIAS0 temporal pattern for standard emergency evacu- a • a ation signaling. I ~A . Audible.ard 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 ompensation to reduce,power consumption and wiring costs. . • Low cost installation via standard electrical boxes. Model hom shown (strobe/hom shown) Attractive flush or surface mounting options available. dBA and CurrenttRatings Model MT 12/24' MT-24-LSM (Horn) (Strobehiom) Stock No.1610914 Stock No.1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 92 87 March Time Horn 0.040 0.023 99 93 0.405 0.368 *99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.388 99 -93 Code-3 Tone 0.028 0.017 95 90 0.3393 . 0.382 95 90 Slow Whoop 0.048 0.026 99 94- 0.413 0.391.. 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 HVLo 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA. 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"�r,•,y a•a ••`•7.r,••::” ::�. �.... .Y:/;4..-y:f,: 'i C:::.:•:;:•::.:!:I r, :.•• ' •o v^o o ••. ••••'.+•!.. .!��+.:.;:ryr, .aha\ 7rra ° •'�� ''::7::!!'� �.s.i.t'i• '' e •••'• O ,e �••'•.•f 0' �:r;,b t R•,. �e��}.• •! :i"'I '�v f r• � C�. ia�I O �{.l C;,..•'%^'.. ��: + ••Y O' :;fl}�gp r• r '1.:+: I r�:•..:;.i:: J t �- ,,({f�:•:• �oC :5-.', N Y .�C r !y ,�� • p�� ��-+*:�,h.��-•ti+;+�;•:��i�l�:�'�L11jr�h/ ° C:�:i�;iii.cC a �tat:�y�f'�Y , ; :i+e'�T�'��5��:!f;��r f•..�• r' •4``'��ya`` Yom'_ ••• 1 a[ .(} f � �� .:5 , ' .1 } !' °%. e•°.- •:]1�•�!;i��,J,•+•]�, rcu%rh••t a . b.¢r.. vyl.:;•'•.• .� �Q,;' ,t hrp CC��'" '7 7 Y G � .1.'o c* 'ti4'° �..• P, . •�e-.:,n,;.,2CI:i.y' w.�r mai •Tr'•�•4%rt � _ 'S/(,� r' r / � ';:(nD -`'�jir;�••i7,nlf..�:,,T�r;%;.!''�,h,,.l•:-:•:.: �: r.5 t ��r � •r• i{�:y1 . INSTALLATION INSTRUCTIONS Fumes: If the filling cup is above the highest sprinkler; use the•following installation procedure: FireFighter and FireFighter PG have no hazardous fumes. 1. Close the water supply valves end drain the system. System Requirements and Limitations: 2. Add FireFighter or FireFighter PG to the system All fire protection sprinkler systems winterized with through a filling cup. FireFighter or FireFighter PG should conform to local, �'�y.i' state and NEPA requirements.The use of antifreeze S. Use the end sprinklers to vent air from the piping. '1. ': within these systems should also conform to NFPA b ' requirements. 4. Back out all of the sprinklers slightly,until �'`'•;.: antifreeze appears.This assures that the piping is ,. x 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. Please contact your local health authorities if you �� have any questions concerning the codes in your area: If the filling cup is NOT above the highest sprinkler,use one of the following installation Maintenance' procedures: . .��y X80' 1�N.. eo•.•: °a1' _Because the chemicals which compose FireFighter �; • �. 1. Administer FireFighter or FireFighter PG at the r t ' and FireFighter PG can breakdown 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. shown in the diagram below. To test the freeze protection level of FireFighter,use e fiaa 2. Tighten the sprinkler heads and open the valve small hydrometer to determine the specific gravity of � marked1 until the'drop pipe and the section of pipe the solution.To maintain a=15°F flow protection,the r =����'`•�' - �1•. . .;.,. , .,.. above valve #1 are empty. specific gravity of FireFighter.should be 1.141 at 77°F. 1 +;ti 3. Close valve #1.Close the filling connection valve.M. 3+ To test the freeze protection level pf FireFighter PG, Slowly open the supply value wide. use a small hydrometer to determine the specific ?. gravity of the solution.To maintain a-15°F flow :;,'. r` 4� protection,the specific gravity of FireFighter PG should ;y�• �: 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 }, rfi1V — below. weakened; empty the system and replace with fresh FireFighter or FireFighter PG, according to the •rz6y HEATED AREAUNHEATED AREA ' installation instructions: ati ' i4 Filling Cup Sprinkler Head Water Supply ny F, riNa -Freezinution 12 ins. ' o fid: • Approved Indicating •.ti< <?�: Valve Wall �%. •. r, `%;� ZZ Drop.5 ft.min. Check Valve j ti. , ,. � .'•, [1/32°hole in Clapper) Lorain Valve e Please turn to beds panel for additional inion hom r t4 PRODUCT.DESCRIPTION FireFighter and FireFighter PG are non-toxic# Chemical and Ph sical 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 77°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(160 mm) is 212°F FireFighter is compatible with all approved types of'Pipe, including BlazeMester" CPVC sprinkler pipe FireFighter PG: and fittings. Density at 77°F is 1.026 grams/ml Viscosity at 77°F is 6.15 centipoise FireFighter PG is compatible with all approved types + _ pH of FireFighter PG is 0.0-9.6 With the of CPUC.of sprinkler piesystems, _ r• Boiling Point at Atmospheric Pressure[760 mm} :,tc,•,:'•:: is 222°F •�y�,�[/ Sizes: Freeze Protection Properties: FireFighter and FireFighter PG are available in: ' _One gallon plastic bottles f6 per case) FireFighter and FireFighter PG: -Five gallon pails _Minimum Fluid Flow Temperature is-15°F _30 gallon drums ° , _Minimum'Burst"[Hard Freeze]Temperature is—s0 F 1 _55 gallon drums h _5000 gallon tank trucks �:4?�� .' Flammability: o Color: � o; r{; FireFighter end FireFighter PG are not flammable: �f'•<< since they have no measurable flash point[Pensk ' _ FireFighter .� n g ter is orange 9 _ '•'��••• Martens Closed Cup), however,both products can ;• � 1 n n _FireFi liter PG - •.:• •. ,�* F�• i 9 is red , 1 T,. ,,.,•,� flash or burn if the water content i5 evaporated off. , Applications: ►�.ar FireFighter: 'dl _Flash Point is 350 OF** Wet fire protection sprinkler systems . _Fire Point is 400°F**. ' Ingredients: FireFighter PG: • �;: —Flesh Point is 214°F## FireFighter: •^� _Fire Point is 220°F## �e';; Active Ingredient: Glycerine 4' ;•:; Other Ingredients:Water -- ''`. Toxicological,Environmental and Health Information: Viscosity Reduction Agent �.k Dye �`� FireFighter and FireFighter PG are virtually harmless as FireFighter PG: to animals or plants:however,the disposal of these ? _Active Ingredient: Propylene Glycol ,;_ a '� materials should be in conformance with national, Other In radiants:Watera 9 state, and local health codes. Viscosity Reduction Agent Q �' �,;�:�`:� "°•:,• r y Dye FDA References: �< k. of GRAS:FireFighter and FireFighter PG are considered "Generally Regarded as Safe"by the Federal Food and 'A� Drug Administration. P ril-r,• Firefighter FmBz6 Protection Fluid is a trademark of The Noble Cortipahy `e18zeN16ter'is a registered trademark cf 6.F Goodrich �:• : Vn-toxic is used to describe extremely low chivnic and acute toxicity. No maximum safe intake for Humans has been established.The product is �'.�•'''� "�': n considered GRAS[Generally Regarded As Safe]by The Food and Orug ,?:;'. �'• (';: cr:° ,Administration �p •Q GAS "Cleveland Open cup ' _ -11/^ 'i° ',}q• x ,Citi RECOMMENDED CONCENTRATIONS FireFighter and FireFighter PG are intended to be used undiluted only... �5i' ytt•..� AVAILABILITY •... ^.,;o . ...; .: e ' � . �J �• :,• A 0 ,.•.� OJ FireFighter endi F reFighter PG are available b,,� 'a• ° 4 throughout the U.S.through wholesale distributors. _ ° �" = '`•�''``' �'� "' q/�f',;�'. ,'•° •r �t.r • y°v •. ;:x5 .0• �• �r 4,eL-t l: j •C. Please contact The Noble Company for your local „� '.' �;�''• .F''° ; ° } representative and wholesaler. �, / ,�d'• '` '` °�� ;Lr/•a .. rife.•� r{{ �• c•;�.:,;;•,:,.. y•, TECHNICALSUPPORT �• p°;1:�' s���i�:?)L'�'•.�':.•��,' ,►,"�:t,: .,. ,TV ,r• ` y`"t .tom,:!• 1 Specifications, installation design, installation � iechni uesr and .. ,:. ��-,��:, �1 fry o•,.'• .,,•. :�,f:;;�.�•�\�;. q unique applications will be'reviewed r:e,•x:,;j;f:•• � � !�.4 upon request.A '• og '••. t' •i• °r•h"i�'• ,• ,:: ddress in uiries ATTN:FireFi hter Technical Support. � ;:'�'. �� ' °.� °' . ,:.:.;..: ::�: r ::`', ,•; r-, �� , a06e.li.;a��li;`•4•,0 `1 i•:.,r.::;1�4•\0" , v •+' o•.`•, Field service is available through factory representatives o ' a`• ; •e "j//'`'- '� ••' \ �r ' u and Noble Company staff.Contact The Noble ComPa `. ''::' - ''', u"� A� '•'`s ' ' ' '" '�'`: ny. { j,��'•�r,r•�a; a!'rJl q<' t �:•�ie M��o•:�:•;.���':, l :�4::i.����•'.. for local representatives. -:ti ,°'' `•• :-;. ' ti's' '•:?:S:N aZ•o/t•�°���'��•�:•�'.:.�••. •.'!�b\t • • r 0..•.•�Y.,F,yiV• i • eii,"••'r' a .•o o•. �.. ' 91 of�+phi•':«�••ib��`!•�'' '' o. .+,� •�714 The Noble Company ,: .; •p . .�; �:-.;ti°. 614 Monroe Street �1 Grand Haven,Michigan .•: �. •:!; ' +' t+ 49417 Phone:[61618427844 1r •p: :•:-' • 't`'''•=a�' .� ' .FAX:16161842-1547vp `800-6 6 :,: • ;;�: •.�,,:-• '.;�.,p•:y,;:�i::::;:,:�, . . , N \•SNi— a' .• d • /r .!;:;trr•. •.:.r i:ry :;a:..,::: -jq:j; 'a •• JI' r N..•L1`I�''!i.�••:•° r:l/• fir:'. • :r':::'i .•11��'+�•:♦ , v° .T Ate•' � :'••°:, '• ;,+,%. ti- % 'i.•:.� "• V"4J\ n�e�/�'_,'�,�Gp•••': :::::';:�!n f;E{, ,�•Av`gree•, ; a{ y).••'u;{'•u:^' ti r•', tt Lr; ( r3�'r: o •t�i. •• •��t` 7 � ♦:rbc' ..p\S'Y•!1 t• 01�..' :;�. . ,dry* o t(, ', .•r • . 1� ., 0 • fir' 5�•' +9 to $$� Printed In USA a�r1,7 ©1989 The Noble Co.Form/FFPIG 289 'eri ® c(Engineered forhigh Sizes 3/a" - 231 capacifyrelief" :duce re i,�_tr, ' To prevent back-siphonage and backpressure of con- Patent 14.241,752 taminated water into the safe drinking water supply,when installed at each high.hazard cross-connection. a 909QT-S Use Series 909 for backflow protection:in cross-connec- tion control and containment at the service entrance.The 909 high capacity relief incorporates the"air-in/water-out principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer.Standardly furnished with NPT body connections and quarter-turn, full port, resilient Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT.Sizes W drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer dean and check,a/4"and 1"only Suffix �al?acitV 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 'TypicaFinazimum meshanicalfirdpalionsystem flow rate(7.6 Leet per second) PC-with internal Polymer Coating �4'909 LF-without,shut-off valves 16 Prefix 12 U- with integral body unions(3/4"and 1"only) FAE-with flanged adapter ends(11/4",11h",2' only) a 8 Features 4 Quarter-turn ball valve shut offs - Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM .- ._®esigned pressure drop, . .o Modular design - 5 75 10 15 20 FPS Simple;and economical service a,No special tools.required for 1"909 • High capacity relief protection servicing 20 against combined back-siphonage/ 15 backpressure backflowvi IL Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM watertern ratures up'to 140°F continuous and 180°F in- 5 7.5 10 15 20 FPS termittent.;Suffix HW stainless`steel check modules suit 20 1 1/4"909M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connectionsa 10 i 3%4"-1" 909QT has NPT female threaded body connections. 5 1'/4"-2"'909QTM1 has NPT male threaded body connections. Dlimenstons- eights (approximate) 0 10 20 30 40 50 60 70 80 90 10D GPM Size Dimension(i ches) Wg.(Ibs.) 5 75 . 10 15 20 FPS inclies A B C I D E F G I H We`strainer 20 1 1/2"909M1 • 3/i.-.. _ 21 Ye 17%. 7Y,,e 4 43/4 11 Y. 63/1 3% 15% 14 1- 221/4 173/,6. 73/16 4 43/1 13 7 3% 17% 15 �15 25% 1 20%. ;10% 5 We 14 716 .51/4 42% 40 1% 273/,e' 21%. 103/a 5 6% 15 7'h 5th 44 40 a 10 2 30% 1 2396. 10eh 5 646 16 73/1 5th 47% 40 5 a c e 0 10 20 30 40 50. 60. 70 80 90 100 GPM a 2 909M1 20 5 7.5 10 15 FPS 1 " - 015 a.10 l_p 6-) 90907-S ° 5 —H 6 . For more information,send for ES-909S 0 25 50 75 100 .125 150 175 200.GPM 5 75. 10 15 FPS .� �: � �a: �G.. ., `�:. � .j1� ;� � ,ti_;. �.r 'f i __ . - FP ) � F. 5 ., .. _. a ��, .. � � �C. - r .,t .. .. .. ',�� _ _ _�� a} ...i� ... .. � -.t' 'r .. �� _ _. i tt :C E - - - - - V i .. -�'�� .. ` �' _ ( .. ' a ,'tk. � ... r .. _. - ,- �,�� _ M., . �. � a �� / i . � �. i A �' I � ' ... ... � .... � °� x _ _ __ � � � Iii II -' STRENGTH OFCOPPER TUBING SAFE WORKING INTERNAL PRESSURES TYPE.K TYPE L TYPE M NoSfze 150?F. 250°F. 3504iz: 400°F, 1S0°F, 2500F, Tl ,350°f. 4000F. 150°F, 2500F. 35000. 400°F. n (PSI I (PSI) (PSI) (PSI) (P5Q (PSI) (PSI) ,1n Inches;` 'O.D. (PSQ (PSI) (PSII (PSQ (PS . s .. ;es•.":::,: . : /e 3130 0 1300 �a 19 3030 198s0 1890 1230 810 .,Bey,,,.%�`;�u.�:�a.,•�,•::'4.'v'�}..•:tir y,.i' 1%4 1530 1480 970 640 1160 1120 730 460 1160 1120 730 480 1200 •`" "'''` '``==`•s/�a 1160 760 S00 ass w:<.,:��:•..: r•. 1200 116D 760 500 900 870 570 360 750 730 470 310 �;•,`, /e,: •- IA 1170 1130 740 490 800 770 500 330 560 - 540 350 230 920 B90 580 360 740 720 470 310 500 480 320 210 3/4 760 730 4B0 320 .650 530 410 270 450 430 260 190 i• .z •�,,_v: ,'/. 880 850 560 370 590 570 370 250 400 390 250 170 •,,, r:.:;•.;,�.;:..1/s. 660 660 . 430 260 510 490 320 210 340 330 220 140 ?;1114-, .•;>.ytASA 550 530 350 230 460 4.40 290 190 340 330 220 140 520 50D 330 220 430 420 270 180 340 330 220 140 21A 450 430 280 190 370 360 230 150 300 290 190 120 r„•.2��i f t-;.23/s 420 400 270 160 350 340 220 140 280 270 190 120 ;:•; faF� 3'a+vY 3�/a 410 400 260 170 330 320 210 140 260 250 160 110 <;.•:;G35A 360 370 240 150 320. 310. .200 130 260 250 160 110 4 'la r'Y-;4'/s 370 '360 230 150 300 290 1910 120 250 _ 250 160 110 5'/s 360 -350 230 150 280 270 180 120 240 230 150 100 h 37D 360 230 150 260 250 160 110 230 220 140 100 4;•s` F i3,3 8'/a 390 380 250 160 280 270 180 120 240 230 150 100 10'A 390 360 250 150 290 280 180 120 240 230 150 100 `•.:12 .12'A 390 380 250 . 160 270 260 170 110 240 230 ISO 100 "' �:y NOTE. 1500 F a S(Allowable stress in pounds per square Inch), 60DD psi 4�y;" t 25Q°F':5 5600 psi . . �a:3500 F S 3600 psi • r k �,* y'" 4000 F $ 2500 psi 'ti• b ':2� ' INTERNAL VOLUME OF COPPER TUBING .is, yrr .• € f` Cubic Inches Per Cubic Feet Per Gallons Per .11"i"'e No_m.S(zr' Foot of Tubing ` yr,.. B 100 Feet of Tubing 100 Feet of Tubing .. �;� Vit: (I InrJiea"� g K L M K L M r�. . .936 .0542 A05 °/s •' '`. 1.524 1740 1.908 11862 .101 .110 .660 '.753 .826 2616 2.796 3.048 .151 .162 . .176 1.132 1.210 1.319 4.006 4.176 232 .242 . 1735 1.806 -1::.• .: :.,, :, f.;;..� ,.- /r"•: . 5232, 5.808 . 6.204 .303 336 359 2.265 2.514 2686 7":, 9900 1 9.336 101168 540 573 607 4.042 4.286 4.540 14,64. 15.12 15.72 25 .88 .91 634 6.55 6.81 -; '•:'• i'/z' 0 20.64 2136 21.96 1.19 1.24 127 8.94 9.25 9.51 2..:. ;;. 36.12 37.08 38.04 2,09 2.15 220 15,64 16.05 16_47 l4 y 55 92 5724 5866 3.24 3.31 3A0 2421 24.78 25A0 3;' 79AS 8172 8376 461 473 4.85 .3450 35.38 3626 108110 .11032 11220 625 6.40 653 4675 47.84 48.83 4 : 140A 144.0 146A 8.1 8.3 85 603 62.3 6311 .... 5 2172 224A 2262 12A 1311 13.1 9411 97.1 9112 _s: ' ';;, 6 1• .310.9 3214 326A 18.0 1.86 18.9 1345 1392 141.3 "ti,.. ��" .. ".a.y: ,SFr, fir+• �'. �� 1 - I .. ., .. `. 1. TT S n � �. � - - a _.. 41Y .. f' .. �� 1 , � of�• �. ''SOS,J � E � ;'' Ili, '' 1:Y .. - .. � � i � � � w �, � . E , . . . . i 1 r ` i �._ Cr � �. � .. .�� _ �, ' � �- . - �a. _ ,. :Hk. � _ .. � _ ..�, ,r 9. � _ ... _ .. Ott � �.�. .. � i Table A-2-3.4 CopperTube Dimensions Type K Type L Type M Nominal Outside Inside Wall Inside Wail Inside Wall Tube Size Diameter Diameter Thickness Diameter Thickness Diameter . Thickness In. in. (mm) in. (mm) in.' (mm) in. (mm) in. (mm) In. (mm) in.. (mm) 14 0.075, (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (20.6), 0.032 (0.8) 1 1.125 (28.6) 0.995 (25.3) 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 . (26.8) 0.035 (0.9) 11/4 _ 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) 1265 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 1'/2 1.625 (41.3) 1.481 (37:6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.13) 0.083 (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 (51.0) 0.058 (1.5) 21/2 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) O.U80 (2.0) .2.495 (63.4) 0.065 (1.7) 3: 3.125 (79.4) 2.907 . (73.8) 0.109 (2:8) 2.945 (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 3'/2 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (26) 3.935 (99.9) 0.095 (2.4) 5 5.125 (130.2) 4.805 (122.0) 0.160 (4.1) 4.875 (123.8) 0.125 (3.2) 4.907 (124.6) 0.109 (2.8) 6. 6.125 155.6 5.741 145.8 0.192 (4.9) 5.645 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 .(3.1) : 6 8.125 (206.4) 7.563 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4:3) 10. 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5:4) . _ INCORPORATED << CORONA,CA.(714)737-6599 32A t 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 G90" govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is.upward and the fastener screw is in ,, the horizontal position. ,strainer application 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. n. t Figure 22 is not intended to support C.P.V.C, pipe from under a flat horizontal surface, such as a ceiling. 1, For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the. hanger tab downward, does not act as a hanger, but can function . ,' as a restrainer to prevent the upward movement of the.. C sprinkler head during activation. , Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 1311,and 13D. + Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge ' design* protects C.P.V-C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw" A furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact B tools (such as a hammer) or impact fasteners (such as- drive s drive screws or nails) are allowed. Damage has been known to result from installations using impact type —E- 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 1-114"- hardened hez head self threading screw. MAX..HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FT.) SIZE. IENGTH PER 100 3/4 2-7/16 1-5/16 1-3/16 5-1/2 5/16 1-1/4 9 aZ """" + Tf •yt z -•aa�-!°^^2 � a,.��.� g+ E�in ur.:�-)q.tF.�•�"t3w � '�S.xx• stn 'tbL:.. '��r'Y�•�'ci .a�W�f:zZl: ,.[`.i '�'rah.' ....',Y„w'L�rG`< ��sL �,.'.itii,l'.;; .i•� K,c 1- 1/4 3-1/16 1-5/8 1 3/16 6-1/2 5/16 1 1/4 11 -y ,�.�ist'�'`�' .+.•, �.,.a �'ii'i•azwi"b3`VFk ,i �-e.rdaF'.�Tsi':x`ie� e,- 2 3-3/4 2-1/8 1-3/16 8 5/16 1-1/4 15 rtEtnsr-mt�t 101 . INCORPORATED • 3213 CORONA,CA.(714)737.5599 l FIG. 23FIG: 24 HANGER FOR C.P.V.0 PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE—SIDE MOUNT �.. .. ;:nom;�., -,.,• k. 1 A A ----------10T 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. deign*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- pipe size. Approvals Underwriters' Laboratories listed to support fire °-Patents Pending sprinkler.piping. Meets and exceeds the requirements of °° - Minimum fastener size acceptable, #12 z 1-1/4" N.F.P.A. 13, 1311, 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 (FI'.) SIZE LENGTH PER 100 3/4 .3-_1B 2-5/16 1-9/16 1-5/32 1-3/16 �1 3/16 5 1/2 5/16 _ 1-1/4 9 1-1/4 4-3/16 3 2:-3/32 1-1/2 1 3/16 z 1-3/161 6-1/2 a � n4W w .[/�lM ryyyy{/}, 2 1 �� � .X )�N I � .. v.if1•• p��+� 4., 2 4-78 3-11/1 2-7/16 1-27 1 3/16 1-3/16 8 5/16 : i 1/4 15 ntuSM MI t - CAN . - r. 1 - .i Central Sprinkler • . B J J J J J J J J J J J J J J J J J J J J J J J.J.J J J J J J J J INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition CENTRAL f No. 19.1.0 Rev.4 5,96 Table of Contents Introduction.:. I- Handling&Storage ................................. 11 i Conversion Factors .... .. ...... .......... 1 Handling ................. .... .. I 1 listings and Approvals.. 1 Storage11 .. Where and Nova io use_a Central BlazeMaster S;=siem.. I Handling of Central B1azeMasler Cements and Primers Central BlazeMaster Specifications .....:.....:.........3 Solvent/Cemenfng Instructions. . ... ........ . 11 Pipe ......... ..,,_,,.,•..3 Joining Central BlazeMaster Pipe Systems ..... .... I 1 Central B1azeAraster Fittings .. .........:.......... 3 Cutting.....:.:..... .. 1] Solvent/Cement.................................... 3 Deburring ......................................... 11 Dimensions for Central BlazeMaster CP\rC Pip a.......... 3 Fitting Preparation ................................. 12 Fitting Socket Dimensions............................. 3 Safety and Health Precautions ...................... 12 Product Ratings and Capabilities........................4 Estimating Primer and Cement Requirements........ .. 12 Pressure Rating&Pressure Listing .................... Primer Application.. ................. , ....... .. 12 4 Solvent Cement Application Friction Loss ...... 4 ...................... .. 12 Thermal Expansion................................... 9 Assembly......................... ........ . 1 Set and o Physical and Thermal Properties of Central Cure Times .... ................. .... 1,, BlazeMaster CPVC ................................ 6 Pressure Testing the System'.'.*.*.*.'. 14 Permissible Deflections of Central BlazeMaster 0PVC.....6 Transition to Other Materials ... 14 Support and Hanger Recommendations..................7 Flanged Connections................. 14 Pipe Bracing with Standard Band Hanger..., ..... 7. Grooved Coupling Adapters ... .................. is 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 F ....... ................9 Metal Studs.. ............................... 15 Fittings.................. ...................... 9 Solent Cement and Primer Spills.................... 15 ,Primer/Solvent Cement......'...............:...... 9 Joining Central BlazeMaster CPUC in Cold Weather ..... 16 System Design ....................... Joinings . ............. 9. Central BlazeMaster CPVC in Hot .:� Weather...... 16 Installation Procedures . Inspection.......................................... 9 Appendix , 16 Trenching....... 9 Helpful Tips.... ..................... ......... 16 Snakingof Pi 1 ..,. 9 Material Safety Data for Solvent Cements and Primers... 16 Back-Filling...................:.........:........ 10 TraininglDemonstration ............................ 16 Maintenance.... 10 Material Safety Data Sheets........................... 17 System Riser Installation ation Re item ente•. System Riser Installation Recommendation............. 10 This Installation and Technical Manual contains thec iteria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing,.0-UL Listing and/or FM Approval. Additionally,the manual contains recommendations for easier installation,general piping prac- floes 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 andua 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 ListingslApprovarl. Warranty Central BlazeMaster CPUC products are warranted against defects in material and workmanship solely to original purchasers from Central This warranty will continue for a period of ten years from the shipping daie..Materials found to be defective by Central shall be repaired or replaced ai.Central's option.Central will net be responsible for labor charges or consequential expenses or damages incurred as a risuli of use of its products.This warranty is expressly made in lieu of any and all other warranties,ex-pressed or implied,including the war- ranties of merchantability'and fitness. AX sales by Central sfiall be subject to the terms and conditions stated herei-r.The placement of orders with Central shall constitute acceD- tance of these terms and conditions.If buyers'purchase order or confirmations are at a variance with the terms and conditions herein,they shall not be Binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees'to the jurisdiction and venue of the Court of Common Pleas of Montgomery County,Pennsylvania and the U.S. District Court for the Eastem District of Pennsylvania with respect to any proceedings arising out or in connection with any purchase and sale s` contract entered into bztvveen Central and buyer.Buyer further agrees that mailin to either o lawful and valid service of process. 9 party b�certified registered mail shall constitute Zook for the UL;GUI.,FM and 14SF-pw S.E.marks on the product B16zeMasler*is a registered trademark of the BFGoodrich Company. All Central Sprinld-er BlazeMaster CPVC Products are manufactured in the USA. Introduction Central Sprfnlder Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride) r �sprinller pipe and'fittings. Central BlazeMaster'pipe systems are designed specifically for fire sprinider systems and provide the following advantages over traditional spanner 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 othersprirlrlet piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust,scale and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide are as follows: linch=25.4.mm 1 foot=0.3048 meters I psi = 6.895 kPa 1 psi = 0.0689.bar 1 psi =,6894.757 Pa 1000 Pa'=l kPa Listings and Approvals Central Sprinkler BlazeMaster.CPVC piping systems have been evaluated and are UL lasted in accordance with U.S.requirements and C-UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Factory Mutual(FM)Approved for use in: Light Hazard occupancies as defined in the Standard for"Installation of Sprinkler Systems",NFPA 13. rr: • Residential occupancies as defined in the Standard for Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height";:NEPA 13R Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in One and Two,Family Dwellings and Manufactured Homes",NFPA 13D, • Underground fire service systems as described in the"Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinlder B1azeMaster 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.T7ie 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-pv✓ 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 B1azeMa9ter CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,FM Approval Guide and/or contact Central Sprinider's Corporate Headquariers at 800-523-6512 for further information on listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when.the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2.National Fire Protection Association Standards 13,13R,13D or 24 shall be followed and when applicable,the National Building Code of . Canada shall be referenced for design and installation requirements in conjunction with these instructions. .3. For a concealed installation: 14. in accordance with the UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum protection.. shall consist of either one layer of Y,"thick gypsum wall board,ii" 1 ood soffits oras Hied membrane ceiling w' P P y�' us,e g ith lay-in panels or tiles having a weight of 0.35 pounds per sq.ft when installed with metallic grids.For residential occupancies defined in NFPA 13D and-l 3R;the minimum protection may consist of one layer of Y"plywood. In'these cases,any standard sprinlder head rated at 170°For less may be used .. .,,,4+. .,,.. -.,+-.�qr-e,.� ^""'.-r4+^,_. ":.`J'.""',s.T�. ,� "',.'ra»'.^C� ,_.,.3I"".'"'rte-.Y.^..!;'r^`-Y'.r; -" :.�r�"`_...w�. -....--..3 . r �.� _. I .. � i � NF r �', T. I. „ r.-�.'^f• Y ..r. { �x t 'F'.� .� t.' �.. 1 �` � rpt���� �I, r ,^`r � . f i ir:• 7•`t ,, ` I I S � „ ' � �i ! - _ . .._ . . . — � . . , - ..; ,. , .. ., � , ff.� .,�x.. y � i l * i..; . '' a. ., , -- , ,. � ,�,, t. .. .� _ , . ,.. .. _ . . c. 't � �.N� � , .' _.. _. '7:' �.� .. .. .. f.}t., r. :.., . i .. f. M .• � r r.r j tl�, ,< ' ..f = �,- I � � � . �:� I � � � � ' t B. Inaccordance with the C-UL Listing, .,rotection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- ieciion'lshansij�eher.�lath and plan *,one layer of 9mm thiel;gypsum wallboard,one layer of 13mm plywood,or a suspend ed membrane cei ned witg lay-in panels or dles clarified with respectlo surface burning characteristics having a mass of not less than 1.71giml when installed with metalhl,,grids. The effectiveness of this protection can be impaired if penetrated by large open ings such as ventilation grills,exhaust fans con-ecied to metal ducts serving washrooms excepted. Where such penetration is pre-. . sent,individual openings exceedingt03m- ,bur not exceeding 0.71 m2 in,area must be located such that the distance from the edge of the opening to the nearest sprirdler does not exceed 300mrn. B1azeMaste'r pipe and fittings shall not be used where such open- ings exceed 0.7lm2 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 homer from ar. area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damage. Drop in ceiling tiles,as used in suspended ceihngs are specifically considered not to be permanently installed for ire purposes of t1his definition. Non-combustible is defined as hating a minimum finish fire rating of 15 minutes when tested per ASTivi E 119. 4.For an exposed,-installation A. In accordance with the UL Listing,Blazehfaster 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 sprinlders located in accordance ttdth their Lifting shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewalk installations,listed Quick Response horizontal sidewall sprinklers having deflectors within 6"from the ceil- ing and within 4."from the sidewall-or Listed Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance beh,een sprinklers shall not exceed 14'. B. In accordance with the C-UL Listing,BlazeMaster CPVC pipe and fittings_shall be insralled below a smooth,flat,horizontal, fined ceilings in conjunction with listed Quick Response or Residential sprinklers with a maximum rating of 77"C. 5. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F(650C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers,as refer- enced in NFPA 13.However;NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMaster pipe and fittings can be installed in these areas when sprinklering residential occupancies according to these standarris.T` 7. In installations where sprinkler pipe runs t1hrough an attic spacethat requires sprinklers lers per NFPA,CPVC piping shall be protecied in order to meet the requirements of its UL and C-UL Listings.The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and.requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings,wheninstalled 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 openwenti- lation grills Note:There is no-exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source,the maximum ambient temperature,heat shielding, if any,and proximity of CPVC piping to the above.Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10.During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11 Central BlazeMaster pipe and fittings shalt not be installed in outdoor applications. 12.The use of BlazelAaster CPVC in ceiling spaces above non-sprinkkered areas has not been investigated by UL or FM. uentraiiiiazeiviasierDpecincauons Pipe Central Sprinkler BlazeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc.(UL&C-UU,Factor}Mutual(FM),1 K and the National Sanitation Foundation S.E.)for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438(Schedule 40 dimensions from X'to 1:!1 and ASTIvI F439 (Schedule 60 dimensions for 2"to 31.Female threaded adVers for sprinller head connect;ons contxn brass inserts.Fittings carry the mark- ings of Underwriters Laboratories Inc.(UL&C-UU,Factory Mutual(FM),ME&A,and National Sar taboo Foundation it\SF-p, S.E.)for use in potable water systems. Solvent/Cement BlazeMaster CPVC socket connections can be joined using one of two solvent/cementing processes Connections shall be joined with Central Sprinkler BlazeMaster One-Step CSC-300,CSCA00,or CSC-500 Solvent Cements or Two Step CSC-100 Primer and CSC-200 Solvent Cement. CSC-100,CSC-200,CSC-300,and CSC-400 or CSC-500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cement- ing instructions within this manual prior to installation. Other primer or cements shall not be used with Central Blazelrlaster products and the use of such non-approved welding agents will void the Manufacturer's warranty and product I.Lings ftpro vials. Dimensions for Central BlazeMaster CPUC Pipe Table A•Central BlazeMasterpipe Dimensions in Inches(Millimeters) Note: Central BlazeMaster pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average OD Average ID Pounds per Feet with AMM44Z SDR(Standard '/,' (19.1) 1.050 (26.7) 874 (22.2) 168 Dimension Ratio)is the ratio of the out- 1' (25.4) 1.315 (33.4) 1.101 (28.0) .262 side pipe diameter to the wall thiclmess 1 Y,' (31.8) 1.660 (42.2) 1.394 (35.6) •.418 of the pipe. 1:i' (38.1) 1.900 (48.3) 1.598 (40.6) 546 2 (50.8) 2.375. (60.3) 2.003 (50.9) •.859 2W '(63.5) 2.875 (73.0) 2.423• (61.7) 1.257 3' (76.2) 3.500 _(88.9) 2.952 (75.1) 1.867 ASTM CPUC Fitting Socket•Dimensions Table B•ASTM Dimensions for CPVC fittings in Inches. A B C D E F Socket Entrance Socket Bottom Socket Inside -o Nominal Diameter Diameter Minimum i Length Diameter ' r Size Average' Average Wali Thickness A, Minimum Minimum ••:uE�., -i��.,_ r Diameter Diameter ;�, ��r ♦� } (J '/'. 1.058 1.046 0.719 0.820 0.113 0.141 u$�sw 1' 1.325 1.310 0.675 1.044 0.133 0.166 "r;1-•:>`: y..:... `i rwss a%j:'? A 1'/+' 1.670 1.655 0.938 1.375 0.140 0.175 T t 4 1%' .912 1.894 1.094 1.604 0.145 0.181 2' _2.367 2.369 1.500 1.933 0218 0275 2Y' 2.889 2.868 1.750 2.316 0.276 0.345 3' 3.516 3.492 1.875::]--.892 0.300 0.375 Product Ratings and Capabilities . Pressure Rating&Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and FM Approved fora rated pressure of 175 psi(1210 kPa)for sprinkler service up to 1500P'(650C). Friction Loss Centra)BlazeMaster CPVC pipe has a Hazen-Williams C-Value of 150.Pipe friction loss calculations shall be made according to NFPA Standards: me following.table s_,oe:-s the allowance of fricdor,loss for fittrics,expressed in,equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feel o1 Pipe) Fitting Size(in.) r4 1" 1Y" 134" 2" 234 3" Tee Branch 3 5 6 8 10 12 15 Elbow 90' 4 5 6- 1 7 9 12 13 Elbow 45' 1 1 2 .2 2 3 4 Coupling 1 1 1 1 1 2 2 Tee Run 1 1 1 1 1 2 2 The above stated friction Joss values are for Central BlazeMaster fittings only. When using other listed BlazeMaster CPVC 90'e1cws with 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 inchlinch PF. A 25°F change in temperature will cause an expansion of Y inch for a 50 foot straight length.For most operating and installation conditions,expansion and Table C•Thermal Expansion contraction can be accommodated at changes in direc- Temp Length of Run(it.) non of the pipe run.For additional information on Change 5 10 15 211 25 30 35 40 45 50 70 98; 120 160 T'nerma)Expansion please.see Table C below. Thermal Expansion,AL(In.) 20 .04 .OB 12 .16 20 - 24 29 .33 37 Al S7 - .73'; 98 4.31 . Where AL=12el(AT) 30 .06 .12 .18 24 .31 .37 A3 A9 S5 .61 36 1.10.. tA7 1.96 e=3A x 1(J'inhn/°F(Coefficient of Linear 40 •08 •16 .24 .33 Al .49 .57 .65 .73 .82 ' 1.14 1.47' 1.96 2.61' 50 ..10 .20 31 Al .,5t .61 11 .82 .92 1.02 >1A3 1.110: ,2.45 3.26 Expansion) 60 .12 .24 37 A9 •61 .73 .86 .98 1.10 1.22 1.71 2.20'> 2.94 -3.92 L=Length of Run in Feet 70 .14 29 .43 .57 .71 .86 1.00 .1:14 129 1A3. 2.00 257" 3A3 4.57 AT=Temperature Change in°F 80 .16 .33 .49 .65 .82 .98 1.14 .1.31 .1.47 1.63 228 294;- 3.92 5.22 An example of Thermal Expansion is shown 90 .1B 37 .55 .73 S2 1.10 129 1.47 1.65 1.84 257 3.30 4.41 5.88 below: 100 .20 Al .61 .82 1.02- 122 1.43 1.63 1.84 204 286 3.67 4.90 6.53 Example:Hovis much will a 40 foot run of:"of BlazeMaster CPVd pipe increase in length(or expand)if the expected ambient temperature ranges from 35F to 85°F?Changes in length due to fittings are insignificant relative to the pipe. AL= 12el(AT) AL=12(.000034)r-40 x 50 AL=.82 in.or%6" Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion(see Table Q.When designing Central BlazeMaster sprinl•1er systems,expansion of long runs must be considered'9 temperature variations will be encountered(fe;summer to winter extremes). :.fethods-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 working temperature are lower than those used to derive the tables,the numbers will be conser- vative in nature:For example,for a temperature change Table D Loop Length(30°F to 1000F)At=70°F from 60`F.to.125 Fuse Table F because the maximum tem- perature is greater than those shown in Tables D and E. Hem• Avg Lenpth of Run(n.) - Pi _ . Forcondiiions which aRe re not covered in the Loop Length size O.D. 10 20 60 70 80 90 100 120 140 160 Len30 40 50 Length of Loop(in.) Tables,use.,the formulas and examples found in Table H. 3: 1.950 1 t 15 18 21' en 26 28 30 32 33 37 .39 42 V 1.315 . 12 17 20 24 26 29 31 33 35 37 41 44 47 Note: Table based on Stress and Modulus of Elasticity 1Y' 1.660 13 19 23.. 26 30 32 35. 37 40 42 46 50 53 ` at fr to Table H on page 4: 57 to. Refer W 1.900 14 20 25 28 32 35 38 40 43 45 49 53 i• 2' 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 AT=70 ' 234' 2875 18' 25 30 35 39 43 46 49 52 55 60 65 70 S=1560 psi 3' 3.500 19 27 33 38 43 47 51 54 `56 61 .67 72 77 E=3.85x10.p� _ Table E•Loop Length(6D°F to 120°F)AT.60°F Nom. Avg, Length of Ron(ft.) Note:Table based on Stress and Modulus of Elasticity at Pipe 10 20 30 40 50 60 70 80 90 100 120' 140 160 120T size O:D. Length of Loop(ie.) . Refer to Table H: V 1.050 10 .15 18 21 _ 23- ..25 21 29 31 ':33 .36 ' 39 41 AT= 60°F . 1' 1.315 11 18'' 20 23 26 281 31 33' .35 37..: 40 43 46 S= 1275 psi tY' 1:660 13. _ 18 22 26 :29 32 . 34 31,,,:,39.. `.41 . 45 49 ;.52 E= 3.55X10`p5i 174' 1.900 14 20 24 29 31 34' 37 39 42 44 48 52 56 . 2' 2.375 15 22 27 31 35 .38 41 _44 ! 47 49 54 58 .82 274` 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(7DT to 1507)AT=807 Nom. Length of Hun(ft.) Pipe Avg 10 20 30 40 50 60 70 80 90 106 120 140 160 Note: Table based on Stress and Modulus of Elasticity at size D.D. Length of Loop(in.) I SO°F 3: 1.050 14 19 23 27 30 33 36 30 40 43 47 50 54 Refer to Table H. 1 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 AT= 80'F 1W 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 S-= 875 psi 174' 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 81 274' 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89— T 3.500 25 35 43 49 55 60 65 .69 74 . 78 85 92 98 Loop Offset Change of Direatton Hangers should only be placed in the loop,offset or LOM RM of w" change of direction as indicated.Piping supports should restrict lateral movement and shall direct anal movement intoto the exp.ansion raw W owde I 0. The Expansion Loop Formula:ha'sthe following com N N e ,ea„b„ ponents as shown below: F=Length of Expansion Loop in Inches E=Modulus of Elasticity at I00'F(Table H below) Figure G•Expansion Loop and Offset Configurations D=Average O.D.of Pipe AL=Change in Length of PipeDue to Change in Temperature S= Working Stress at 100'F(Table H below) Table H•Modulus of Elasticity&Stress vs Temperature- Temperature emperatureTemperature'F 73' 80' 90' 100' 110' 120' : 140' 150' The Modulus of Elasticity&Stress vs Temperature table H Modulus.of will need to be used to find"E"in the Expansion Loop Elasticity 4.23 4.14• 3.99 3.85 3.70 3.55 3.23 3.08 Formula.An example is presented to demonstrate thecal- "E".x 10°(psi) culation of expansion given a defined thermal change Working and to calculate the length of.the expansion loop or offset Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 in inches. "S"(psi) Example . How much expansion can be expecled in a 240 foot run of 2"Central VmeMaster CPUC pipe installed in 40T given a maximum temperature change to 100T? Additionally,how long should the expansion loop be to compensate for this expansion? . First,find the temperature change expressed as AT. AT=100'F-40°F AT=60°F _ Now use Table C to calculate the chan9e in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet,two cal- culations will need to be made. . Length of run=160 feet with AT=60'F From Table C,AL=3.92 in L{ rnr ii IT I e 111 _ t. I it I Y• 4 i I a k A": Support and Hanger.Recor imendations* ---° � Some hangers designed for metal pipe are suitable for CPV;,pipe. The hon er shall not have rough or sharp edges which can come in contact with the pipe.Do not use undef .MM--: —•w= sized hangers.Hangers with sufficient sizing shah be selected based on pipe size(ie; 1 hangers for 1f."pipe).Pipe hangers must comply with the appropriate Standard,NFPA 1 13D,or 13R,whichever applies. " - Some local codes may not allow plastic to metal contact.In this case,plastic.sleeves or vitiyl electrical tape should be used to isolate the materials.Strapping pipe overly tight to a struc- �..'� tural member can cause damage to thepipe'when pressurized. Please ensure the pipe is " '' '` �'`" "'• held snug by the hanger,but is not pinched or crushed in any way. �- -•= PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR Model No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger`' Tolco,Inc.and Afcon make three hanger/restraining devices that are available for use with Central BlazeMaster. The Tolco Model No.22,shown left,or Afcon Model 513 can function as a hanger and as a restraining device.As a restraining device,invert the hanger so that the fastener is down- Cpw ward.Installation in this manner will prevent upward movement of the sprinl er head dur : '. ing activation. The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and as lfWO "• a restraining strap. Both products incorporate features which protect the pipe and ease installation. The her. Model No.23(shown) head self-threading screw(furnished with the product)is easily installed using a recharge- able electric drill and a%o"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. Va Haager/Support Spacing Table L•Support Spacing"L"(ft.)CPVC SDR 13.5 Because Central BlazeMaster•pipe is more rigid than other Nominal Pipe Size of plastic stems,the support spacing shown in Table L t Temp°F 134" 2° 234° 3" shall be adhered to when installing thsystem.. 73' 514 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 s '.. pipe,especially at system.pressures greater than 100 psi.The reactive force will cause the pipe to lift vertically ff it is not properly secured,especially if the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a.I;%I"or I id"pipe,Ithe closest hanger should brace the pipe against vertical lift-up.A number of techniques can be'used to brace the pipe such as a standard band hanger positioning the threaded sup- port rod to A inch above the pipe or using a split ring or a wrap-around hang- er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. It is advisable to use lift restraint devices such as the Tolco Model number 2, which prevents the threaded rod from coming in contact with the CPVC Model No.25(shown) pipe as shown to the left Table M•Support.Spacing Distance with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi(69D kPa) Greater than 100 psi(690'kpa) V.inch. 4' Branch lines shall be braced at a distance from a tee or 3' 1 inch 5' 4. elbow to prevent lift of sprinklers as shown in Tables N and N. 1%inch 6' 5 1 u inch ' 7' 7 AY inch 7' 7' 'Local codes have final authority on which types of hanger can be used. AM ' `ft � .. �l� �..'. . ? "V'�V .. � - 4 � 5 Y': .. -, �� . t � ... � � '. 1 .. - ., l �,� � � - r - � ..; _ '��. ;P ' ' � ,. F.. .. .. w. i .. � � M i �.. .-.� ... • _ �,f ,� ..Y .. I ' _ .. .. - - .`3 _ f �.. ... �, . � 7. ,. . I ,� f� � � } � ,` �. .�> •i y , � � � off'^ _ - Table N•Support Spacing to an End Line Sprinkler Head Drop Elbow NominatPipe Size Less than 100 psl(690 kPa) Greater than IDo psi(690 kPa) Y,inch g• 6. 1 inch 1,p+ 9, Y.inch V-47. 1 X inch 2' 1. >1 X inch 2' 1' Maximum Table M A B When piping is (Reference Table M)' (Ret.Table N)' suspended from a deck,hangers are Any distance squired to suspend the pipe as well as for vertical It between supports . straint.One supportcan serve as both. Drop locations Ltween supports are acceptable in any location as lona as support spacing is in compliance with Table M.Examples of `Tare this type of hanging is used include:concrete decks _th rod and ring hangers,"pan decks"on I beams with -,amps,or concrete anchors;and under wood joists with i swaps or rod hangers.See Figure O. support support Finished Caping Une Fig.0 •Drop Ceiling Installation, Maximum Table M A B Bar Joist (Reference Table M Bar Joist Am distance (Ref.Table N)' E between supports- OEM .. r` \ --f . U-Bolt J Finished Ceiling Une Finished Ceiling Une 4, Figure Figure P,Side view.. Fig.Q•Sprinkler Drop Pipe Adjacent to Truss (Rel.Table M) <—A y No upward restraint or hanger Is required between sprinklers. (Ret.Table N) When the piping is supported by wood joists or trusses,the structure provides the support,especially i when the joists are close together.The only requirement 171th this`type of construction is to provide vertical restraint and hangers are not required When supporting -FVC piping below the deck,and when the supporting members are spaced.far apart,itis important to brace for ur)ward restraint'per Tables M and N.Drop location 2'-(r . betvtreen supports are.acceptable in any location as long (on center) Finished Calling Une as support°spacing is in compliance with Tables M and N. Wood Frame Construction In manufactured homes,additional hangers maybe required to prevent pipe movement from thermal expansion. Please consult with your :Authority Having Jurisdiction and Central's Technical Services Department for further clarification r. -PdC pipe or fitting must be supported near a sprinkler head'as snorm in Tables t•.,cry '. .. _ it Date.................................. S'w NOR7F, TOWN OF NORTH ANDOVER ° A PERMIT FOR WIRING °•,r:oY�:.� CHUS This certifies that .......... . .... :.1.J4�.... .................. ................................ has permission to perform-,r_ ._� ............. ..:............til(�!:.1��:........ wiring in the buildin of...! � .,. f/ - -f... •-................. .. . at...... ..!',��j-�. . : ....1 ..1... .........,North dover,Mass. Fee. ... Lic.No. /a3 ............................................................. jJ ELECTRICAL INSPECTOR 'Check # !` / ✓ 5383 Commonw with of Massachusetts Official Use Only G a Permit No. De art ent of Fire Services �/ Occupancy and Fee Checked 7-1 .off BOARD OF FI PREVENTION REGULATIONS [Rev. 11/991 leave blank APPLICATI N FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be p�rformed in accordance with the Massachusetts Electrical Code(MEC), 27 R 2.00 (PLEASE PRINT IN INK OR�T.Y AL FO ATION) Date: City or Town of: To the Inspector of 'ire;: By this application the undersigned give tice of hisiorher int ti o perform the electrical work described below. Location(Street&,Number) Owner or Tenant Telephone No d —� Owner's Address Is this permit in conjunction with'a building permit? :'.Yes..❑ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No:of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Completion of the ollowin table may be waived by the Inspector of Wires. No. of Recessed Fixtures No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets .No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ In- C3 o.o Emergency Lighting rnd. rnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No. of Switches No.of Gas Burners o.of Detection an Initiating Devices No. of Ranges No.of Air Cond. Total Tons No.of Alerting Devices No.of Waste Disposers . Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers..' Space /Area Heating KW Local ❑ Municipal [I Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equi alent No.of Water KW No.o o.o Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: .Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical orO (When required by municipal policy.) Work to Start: spections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the ains penalties of perjury,that the information on this application is true and complete. FIRM NAME: . LIC.NO.: 15-Ir Licensee: John S* Bassett Signature LIC.NO.: 1533C (If applicable, enter"exempt"in the license number line.) Bus.Tel.No.: 603 594 5928 Address: Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Li see does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑ owner's agent. f` Owner/Agent PERMIT FEE: $ Signature Telephone No. • o m Q - 9SSRCi1USE4° _ CERTIFICATE OF USE & OCCUPANCY. TOWN OF NORTH ANDOVER Building Permit Number 1 Date / - 'y - 6— THIS CERTIFIES THAT THE BUILDING LOCATED ON X/ ✓Vie;d c. Ly Z,4 V , MAY , MAY BE OCCUPIED AS �5 / 04Y /e- F,4 kW IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS-MAY APPLY. CERTIFICATE ISSUED TO r e ,G- ,� �! O k e Building Inspector � - f .. __ �1 — _ ._ _. _ � _ - -� .- -.—_ .. - -- — _ - — ,. ;.. .; . _ -�` , ,�. .. ;. ..P-s _ _ e , .. _ � �. � ._ __.__....—._ 1 � � a - �-____i r _�"� --. __.__.—.._ _ ____ �___ —._ - _ .; _ /c � x 6 _ __ g_,.�._ _ r , _. _ NORTH Town of � _ . j#mdover No. - - o _-_- o dover, Mass.,LAK ry . COCHICMEMCK �.eSORATED F`?p��� 77 U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THISCERTIFIES THAT.."". .+..... . . ......... -....:.. :.'..+....t::z.�.�.�. .-:•............��...�'.' .ea............:m'........................... Fou io / has permission to erect.......y..�............................. buildings on:...... .................... ............. ........:..A............................ Rough to be occupied as :I.-.r . imney ... .. ...A.....l..w.wa..7t..t..:...::............. A* R..a.....A.........:....:a .`..............a....m..fj.:•...•. ........... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Fina oyo g,,- this 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_ - . • • ; `.-` -� •� .• •. PLUMBING INSPEC VIOLATION of the Zoning or Building Regulations Voids this Permit. �• •�}• -• • ou hc� t y PERMIT EXPIRES IN 6 MONTHSvj(� ELECTRICAL IN 01 UNLESS CONSTRUCTION STARTS Service BUILDING INSPECTOR Final , Occupancy Permit Required to Occupy Building GAS INSPECTOR u oj03 ` 6 Display in a Conspicuous Place on the Premises — Do Not Remove 1 (q, t1 No Lathing or Dry Wall To Be Done FIRE DffARTMENT Until Inspected and Approved by the Building Inspector. Burner . . - _ <'• Street No. ° ' •` • ` SEE REVERSE SIDE `Smoke.�t J `� Peacktre rA To: Robert Nicetta Building Commissioner Town of North Andover \ 27 Charles St North Andover, MA 01845 From: John Crawford Peachtree Development, llc 231 Sutton St North Andover, MA 01845 Subject: Construction Supervisor Change Dear Mr. Nicetta, 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, 1.05, 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, llc CC: Brian Darcy Mike Mammola Thomas Laudani Peachtree Development, LLC P.O.Box 907• North Andover,MA 01845• 978.327.6540 Fax/978.327.6544 • www.Peachtreefarm.net F p � fie (�anvnwnuea�C�iapac�ucaea BOAR®OF'BUILDI,G REGULATIONS( License: CONSTRUCTION SUPERVISOR Nurtil CS 088997 {� Birthdat 9EW/1969 k".w re (t ffg- /0907 Tr.no: 88997 MIC AE V M 7 SENEGA ST METE UEN, AVIA M4 � r "OM&SSiorier ' 3 I i