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Miscellaneous - 80 PEACH TREE LANE 4/30/2018
4 North Andover Board of Assessors Public Access , t .. ao • i : y 'rig �^+ nu ✓•'S.(9 SSACNU`+� Click Seal To Return Search for Parcels Search for Sales Summary Residence Detached Structure Condo Commercial Page 1 of 1 amwk roperty Record Card Location: 80 PEACH TREE LANE Owner Name: DARCY, BRIAN P DARCY, GERRY-LYNN Owner Address: 80 PEACH TREE 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: 2722 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 588,900 588,900 Building Value: 386,000 386,000 Land Value: 202,900 202,900 Market Land Value: 202,900 Chapter Land Value: http://csc-ma.us/PROPAPP/display.do?linkld=1893862&town=NandoverPubAcc 5/18/2012 N O N } LL LU Z a J W W H x v a W CL 0 9q U) (6 W U U Q J W CD nQ o d 4. �p O = O O O a o 0 O J O M O Y U O J m i co O d Q 0 N (6 CL 00 rn rn yi N N N04 N r a' O 0) N N , y i i lr Z ZN xC F- LLI N ON aPo z 0o LL Z m co ` M C,4 0 0000 z co V O. d LU 61' rn Gi 00 00 •" yyyy,� i1}}i��4 ((itiilt5t lli z u 0 00 00 iii - f � Et O>,' o 0 ft- to } u� a OF a! � c `O N 'C Z<n U d { of Ips o a0, � -' M i� c 001 c !r a) a) QN 'C'Z r Ni gf6z0 M,;Mi >Ln L O , i r ncrn UY{o I , k o o4 � as d' m Q m ,LL m fnUQ (Q at waLr Z O CM ao?N NF �,;v r� OOH Q O'o W 'o p V L. ry C-4 E (NI NN»r q %Dfr m~ O LL Q4��Q NQ 66 LL��YCiQ4ci �`.� �}Qa ca 0,70 � O7O N W� H Z LL, i C LL j C'LL # �.,.. O a O ;U O �� _ crk W ��al�a� 0f a) m•O �;U �, q Zcoli d �o rui. to Q9 r W vii x KEll iri yviiL s•• (jam.. �.. LL L LNcfl cy N o'^ Pli O.q U i y C7 "m O u1IN W O m E`EhU H Co w LM W C012 W�'-Co m'Q N J`o8 iz ILL �LQL UyN IUB U yo };E O 'Hip N iCif n� a> N.. Q -s = 6)) 4-� N c fcL-i W S °Oicm{o af6i� U) '.v) �w W LL .,-2 [LL LL ,U d d H v) 0 N (6 CL Town of North Andover Page 1 of 1 Select , Parcels p (show all) Owner l DARCY, BRIAN P 98.A-0130-0000.0;80 PEACH TREE LANE 1 selected To Mailing Labels To Spreadsheet Print Ownerl DARCY, BRIAN P Owner2 DARCY, GERRY-LYNN Address 80 PEACH TREE LANE PropertyID 098.A-0130-0000.0 _ Lot Size 12632.4 S Fiscal Year 2010 Land Use 101 Code 173 Men-..k Vllley Marg"Conurlsslan does not make any1wnanty. ei7xessedmkn�sd,iwtassuneany l9jo ltathtY oreespoftl &rytr M a=mcy.emipleWem or u5nlu:ners of the Geogr4lfk lntamat4ftsyst—(GgSj Data Dram/ offe dM prawd?d rwdn. The dstadoesttnt a dhasno legal tteEtirtg m the tray seep;Shne.1CcatbR or er'iste:.Ce ttf a gadgrarltic teahre, pmaedy &ta; trpeg cal t,> taUcn. Meft ack Vaboy F4mn q Catequ�ts ihM eery use of mD kttamt. mOe atxgtnpatred Cyareference to Pssouze and the M& taek.VAMY platVd CMWWS MSCaaWMmC makes novmmmaesW r +fE�nta9ms as to the amracy aA se41ntmnabom Any ;lsem ins evorm ian ism Bye rwoemisar Hoc C http://mimap.mvpc.org/NorthAndovermimapNiewer.aspx 7/25/2012 ' Location A Q � n a No. Date' �oRT� TOWN OF NORTH ANDOVER 41 � A Certificate of Occupancy $ �ss<+cMUSEs Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3�`© Check # c03-1 185;4 " Z�2 Building In�pector W�-.w�:z:: mow.-;�: ��-s.�- •F�=�z.:�;: I- CrM ThMCMIN A TTnM 1.1 Prq)cny Address: 1.2 Awes mMWxftd-P&rodNumbs: Map Number Pared Number 13 Zcrimghdbrms6m- IA hvpmty Dimmicm 7tninlDidrid LA Arm tsn Lit) 1.b WELDING SETBACKS (ft) Front Yard Side Yard Rear Yard Provide Requircd ProvidedRmAred Provided a --'? � SI PRb 0 -- kur Ig PRtIO- L 7 wow XCQQLqAa(L 54) 1.1 FW4 Zew hdAmsfim OUW& Flood Zoos . U, Mi*d 3--WDip—I3)s*— on SRO DkPow syn o 'K, SECTION 2• PROPERTY DWMMSjUPIAU-I-ffUKtLMAtxAAI 2.1 Own" of Record fnA 0 I-gq -5 Name 00M) Address for Service : Si re TdqAmc 22 Owner of Rmocd: Name Print Address for Service: SECTION 3 - CONSTRUCTION SERVICES 3.1 U=xJ Con3buctim Supervisor: 'Not Appfic" 0 M c� \aeN M ainma I a Licensed Conshwtim Super-isw- 9 lonirnk !�f LiceeseNumber E*mfim Dde Mi Company Namo Contractor Not Appb"bk 0 Registration Number EVh6m D 00 M z 0 on M r r NO OF STORIES ' . .:. L. v. BASEMENT OR SLAB -Y SIZE OF H OOR Ti[vIBERS SPAN 12 Mr"Y DIMENSIONS OF•SII IS x DRAENSIONS OF POSTS Ync 1 DD EMIONS OF GIRDERS ,1 x '/a_LVL HEIGHT OF ,FOUNDATION "7- THICKNESS SIZE.OFFOOTING 101, X " MATER1AIrOF CHNMEY IS BUILDING ON Sa TD OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE UPS ' SECTION 4 - WORKERS COMPENSATION (M.G.L C 152 § 2W Wod= C.omposation Iasucanea affidavit must be oohVtmd and submit vvilh this application. Failure to provide this afdavit will result to _dke denial of btissuance of the bw --- — affidavit Attasltcd Yes ..... No...... Q SECTION'S Desai of work dmem&k New construction Existing Building 0 Repair(s) 0 A1teraaon!6) 0 A"tion 0 Armory Bldg. 0 Demolition 0 Other 0 Specify Brief Description of Proposed. Work. n &= 01,CQ. C aIDL 3) X(� �1 x l ) ) g �m S 4/.? RA �6n A-"tl✓ , . SECTION 6 - ESTIMATED CONSTRUCTION.COSTS •_ Item F.stirnated Cost (Dollar) to be Co clod by permit g2ucant (a) Bualdii g Peamiit Fee Multiplier 1. Building aa0 C10� 2 Electrical (b) Eshmafed Total Cost of 6m� 3 Plumbing. CI 1000 Building P fee (a) x. (b) ,� S 4 LHVAC) 5 Fun -Pec 0 6 Total 1+2+3+4+5 d t, 600 ChoetNumber D F SEMCION 7a OWNER AUTHORIZATION TO BE COMPLETED Wim OWN& t5 AGENT OR CONTRACTOR APPLIES FOR BUR MING FIRMIT - , as Owner/Authorized Agent of subject property Hereby. au#horiie a to act on My behalf, in all matters relative to work authorized by this building permit application, S lure of Owner Date SECTION 7b OiWNElUAUTHORIUD AGENT DECi.ARATION .as Owner/Authorized Agent of subject propeTty Hereby declare that the statemeQts and information on the foregoing application are true and accurate, to the best of my knowledge andbelief o�� C' CyPrina a n N Si lure of Owner/ ent Date NO OF STORIES ' . .:. L. v. BASEMENT OR SLAB -Y SIZE OF H OOR Ti[vIBERS SPAN 12 Mr"Y DIMENSIONS OF•SII IS x DRAENSIONS OF POSTS Ync 1 DD EMIONS OF GIRDERS ,1 x '/a_LVL HEIGHT OF ,FOUNDATION "7- THICKNESS SIZE.OFFOOTING 101, X " MATER1AIrOF CHNMEY IS BUILDING ON Sa TD OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE UPS ' 242 ` Date ... !q- ........................ ° "� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING 1 - ; A � This certifies that ..............A.e!.. /......................... has permission to perform ....©......M� &PI ............................... wiring in the building of ......'�r-- at ........n...;.. E ... ........................ . North Andover, Mass. Fee .......... Lic. NoZp f L .................g .. ......'.................. ...... ELECTRICAL INSPECTOR Check # �— F -7 7,75#-Y,77 /7 .1 i, To, 5 5711707 it t / J 771 L �/l yZ-- Feet Chocked ��• APPLICATIONFOR PERMITTO PERFORMELECmICAL WORK ALL woAK To BE FMFORMBD IN ACCORDANCE wtrH THE MASSACHUsm ELECTRICAL CODE, 527 CMA 12:00 (PLEASE PRINT 1N INK OR TYPE ALL INFORMATION) Da f Z b S Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street d Owner of Tenant Owner's Address is this permit in conjunction with a building pefrnit: YesE1 No (Check Appropriate Box) ZY 9U 1 Q 3 purpose of Building jv�w ` \ Y Utility Authorization No. Fatisting Service Amps Volts OverheadUnderground M No. of Meters New Service OL60 Amps !7A t Volts Overhead Underground ® No. of Metes �L Number of Feeders and Ampacity Location and Nature of Proposed Electrical Worst No. of Lighdrrg Outten No. of Hat Tubs No. of Tramtbtrmrt TOW KVA No, of Lfabdris Fixtures Swi mdq Pooh Above Bekm �� KVA nd No of Receptacle Outisn No. of Ott Burma No. of Emergency Lighting Battery Uniti No. of Switch Outlets No. of On Burners FIRE ALARMS No. of Zorm No. of Range No. of Air Coed. TOW Tam No. dDdwdm end No. of Disponk No. of Heat TOWTOW Pu Tom KW bddadng Device No. of swag" Deutan No. of Dishwashers Space Ara Heating Kw No. of Seo Carrtahred Datecdavim Lard dcip MwnieiPal Other No. of Dryers Hating Devices KW Comrecdom � No. of water Neaten Kw Na Of No. of SiZrA Bdlnle No. Hydro Mange Tubs No. Of Motors Told HP i�.tanaeCa� Atmtitbllelts}isimbafCleaenlLawn IhwaaomtliabtRyi u=Fb yirtdldrBClon> orJh2*8k idet}i#Ad ygq NO 1tx%esthA&dvddpadb( =1Dd1VofflM YMcl Ey a)ouhma,eaedYE1%PhwhJkft etypd wvwrby MRANd in BCM [D OnM ED raw!�C-41 10166 'Do rcikt)&e 1 5 itlpeclionDeleRgxsled Ro* 1 mebdval>eef&mWWcfks I.iaesiseNa duAN141ko 1A LiamteNo "� -�-� 0 i g ti H i�nsTattiNil q ) 8 Y21-31, 96 3k C1VVNMSIIV�JRANMWA1VFRJxn waedAdieLi=wdd=wt �gteitatmne A! 111N4 couat�orit satstsntidequivskatasR+cc}iledbyMte®dum GalaalLawra xdtTtetrrry *tatisem Qlbpmf>tappksdQtvtni�liuegiireulDK (Please check one) Owner C3 AM" E3� Telephone No, pg�� FEE I- ,� �� ✓ r� oh, / / -'/ L)- 0 7 P� Date. . o'.".� 'rot 4, TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ...1'.!? S. .'".,/..................... . has permission to perform ..:%Vc ..(-�. °.'�- ' :............. . plumbing in the buildings of ... r .,'!? . at ............... . North Andover, Mass. Fee. l . 3 . � . Lic. No. Al. ........CL., .. .�..-~'�-.... . 3 L PLUMBING INSPECTOR 2 Check # a J 6783 MASSACHUSETTS 'ype or print) building MASSACHIISET L, V r 15 FU APPLICATION FOR PERMIT TO DO PLUMBING Owner's Name New Renovation ❑ Replacement ❑ FTXTTTRFC :I W Plans Submitted L I Permit Amount -_ i l 0 6 (Print or type) Check one: Certificate Installing Company Name G a 1 i n s k v P l u m b i n g & Hgatinor X❑ Corp. � Q n fi Address P . O .Box 1701 ❑ Partner. Rnggrhj 1 1 MA niRii B ness Telephone 978-374-1743 ri Finn/Co. Name of Licensed Plumber: Stephen C. G a l i n s k y Insurance Coverage Indicate the type of insurance coverage by checking the appropriate box.- Liability ox:Liability insurance policy ® Other type of indemnity ® Bond ❑ Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance signature IOwner ® Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations a rme der Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts S mb' g a hapter 142 of the General Laws. rBy: a s o 1 n e Type of Plumbing license �/TownAPe r" Master OXJourneymanPROVED (OFFICE USE ONLY L_J Date X -e< �t! .G. E ..... . 3� TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION i This certifies that ................... F has permission for gas installation ...�/l. ...%e. -- -..... . k in the buildings of .... /h .... .. ................. . at ..... North Andover, Mass. t Fee.`li U... Lic. No l . 3 .`.` F. .... {° GAS INSPECTOR Check # /, ) i i N14SSACHUSE IS UNF ORM APPUCATON FOR PERMIT TO DO GAS FTrnNG (Print or type) Name Address C3, I—)01 k 1A� LCL ILC, w o i6n-3 / Name of Licensed Plumber or Gas Fitter Check one: Certificate Installing Company Corp. ElPartner. E]Firm/Co. INSURANCE COVERAGE Check on I have a current liability Insurance policy or it's substantial equivalent. Yes No o If you have checked yes, please ind' to the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity 13 Bond 13 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent I nereby certtry mat all or Inc aetatls and information I nave submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed nd Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Aas�oc46thapter 142 of the General Laws. By: Title City/Town APPROVED (OFFICE USE ONLY) Signature of Licensed Plumber Or Gas Fitter Plumber / 0.3 VF Gas Fitter License Number Master Journeyman ® 6 (Type or print) Date ' NORTH ANDOVER, MASSACHUSETTS` Building Locations # 1�0 pe,��� Amount Owner's Name LL� iL�s New Renovation ❑ Replacement Plans Submitted U W 0 w 1-4 IX H 0 o 0 o° � a ' zU G w a z ooh 0 W F. 0 C WWW cx x O CC A C�9 .�� Uo a A a H SUB-BASEM ENT B A S E M ENT j 1 1ST . F L O O R 2ND . F L O O R 3RD. FLOOR 4TH. FLOOR STH. FLOOR 6 T H. F L O O R 7TH. FLOOR 8TH. FLOOR (Print or type) Name Address C3, I—)01 k 1A� LCL ILC, w o i6n-3 / Name of Licensed Plumber or Gas Fitter Check one: Certificate Installing Company Corp. ElPartner. E]Firm/Co. INSURANCE COVERAGE Check on I have a current liability Insurance policy or it's substantial equivalent. Yes No o If you have checked yes, please ind' to the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity 13 Bond 13 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent I nereby certtry mat all or Inc aetatls and information I nave submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed nd Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Aas�oc46thapter 142 of the General Laws. By: Title City/Town APPROVED (OFFICE USE ONLY) Signature of Licensed Plumber Or Gas Fitter Plumber / 0.3 VF Gas Fitter License Number Master Journeyman �aACMY� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 87 (8/25/ Date: November 30, 2007 THIS CERTIFIES THAT THE BUILDING LOCATED ON i Peachtree Lane 9,9. MAY BE OCCUPIED AS Single Family Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY, Certificate Issued to: Pe htree Development 231 Sutton Street N r And v r M 01845 Building Inspector N w� y Ea 1:CD J �+ v o a r y �O m R. `No 0 C' $ .D.,.. p** 's a I-- 0 c a :_ E `m a N Z H 3 •• O O, m � H c c :L.;o W o y C c 90 O �O_+ i y N CD acs � m 42 a m • _ = O Of COQ O WM r �O m O m z a H m�c ao c co, m c �c = m :opo N C#bQ, uml r-. C I.- y ar m s Z = E vv�v,Lu O o cmc g CL = - cc CL o— O COD Go m fl H r $ OCL $m w P-4 w 2 M CD am o CO2 CM -0 co g m m CD 0 CD CL ~_.+ = O � O O C OL m O a CL C a o c = 19ev 'p CL o CD C CD Q CL C.3 y O C C H LU uj U) W W ce W U) O. GO MU b i v Ca G ADD (� m W u moo V H O Q C w° cn u C2Cid. w�' d W Un cn y Ea 1:CD J �+ v o a r y �O m R. `No 0 C' $ .D.,.. p** 's a I-- 0 c a :_ E `m a N Z H 3 •• O O, m � H c c :L.;o W o y C c 90 O �O_+ i y N CD acs � m 42 a m • _ = O Of COQ O WM r �O m O m z a H m�c ao c co, m c �c = m :opo N C#bQ, uml r-. C I.- y ar m s Z = E vv�v,Lu O o cmc g CL = - cc CL o— O COD Go m fl H r $ OCL $m w P-4 w 2 M CD am o CO2 CM -0 co g m m CD 0 CD CL ~_.+ = O � O O C OL m O a CL C a o c = 19ev 'p CL o CD C CD Q CL C.3 y O C C H LU uj U) W W ce W U) ►N L 0-,b APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building Permit # I_ ADDRESS/LOCATION OF PROPERTY: Map 99.4 Parcel(_3 Lot Number SUBDIVISION V-f,-PCC,�1 i fLr-- ft TkkF-M >'A 611 V Ise DATE REQUESTED FILED/READY FOR INSPECTION 1111916+ CLOSING DATE ON PROPERTY:_1 I [27J 6-t FIVE (5) DAYS NOTICE PRIOR TO CLOSINia DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS $20.00) WILL BE CHARGED IF THE STRUCTURE Permit Issued to: 1'AC'rfL. ail �J 1 LLQ Address o�3 I S� tf0i�2�1' l Nh Ii1�1�Di�lZ SIGNED CONSERVATION DPW -WATER METER SEWERIWATER CONNECTION NOTE R&OUTING J�W,2qNOVA%+ Z,A //&J, Mn Ld E0 EZ 3 DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO I SUBMITTAL OF THE OCCUPANCY/INSPE91TION REQUEST Signature A. File: Application for OC form revised Jan 2007 4� LLJ 0 LO 04 o C,4 0 ' CL LSI 04II ",-jW---------- ------ LOLJ LLJ LLJ IL < -- - --------- ---- = cn L;j z 0 Z Eb 4c LU W 0 LL- oz< 8 U*) ui 0 -1 a. 0 0) CE U.1 L- IL < II Ld J IDE n V) m Lj Z uj map 0 0, < - - - - - - - moo -1 0 z > u X, Z) 0 (L) LU x 0 L J z U) LLI M LLI U) z 0 < z ac >r= r L) LLI U) U) F- a) 8 < L. C5 0 C hCC 0 CL LU C LLJ LL. w Z f. S7.5 d 00 0 (f) 0 . a 5 lF C,4 0 _j SA. LL LL- LL. z < m wo- 3m C14 0 Of o Ld LLj ]z (f) 0 o> 0 1.- F- cr- O z lci co Clq cn/Co NCN loo Cl 1 1�4 C\4 1 D— ,C) 00 CO co CN � 0 FDt- FID FD— C) OC) CN rom 10 Lf)10 LL. LL - 00r, ' l j i►—U1 l 1, 1 !i �1 04 IN C 11 1=27010 00 0 0 8 0) 0) 0) \ \ \ \� \ \`t C%4 CN C,4 C14 X olll� 00 CN (-) \ lz / l 1 � �' ,' 1, I I,11 � �� Q S 00 cy) HP' 1 23 cr d w 0LLJ 2E MD Oro Ez Li j c 0 rl 'QW X0 Sa C4 C-6 W LLI w r - — — — — — — — 0 All Big z -1w IL � LU 0 A,l - J.N m Of Co w UJ �l00 of w . . . Uzz . < LU C) 10 00 < —j Ld G 0 j LL uj Z CD a El CQ a, z 0 0 2� i5l P: LU I LU 19 . C-) cu 91 C- LU CID U) C-) 0 E5 C) .s oZ CQ C) C) 00 06 04 04 C) r - C14 0 -j-!� Z ck: to U) -4 rz,d:g C64 A (D Lu - W'0 <w -M 0) go CD &-- g 2 D z cu 2jo < U L) U) m < ozo0 Z z z �-- p c) 0 C-) 2c) En Sn = Lj Q:f to 'L.3e XVW .9 LLJ >< 0- LLJ lt P 'NIM 6 FtM i i (FRO FEB 3 2006 10 : 59/8T. 10 : 58/No, 6802897998 P 2 The MZO GROUP DESIGNERS ■ ARCHITECTS ■ PLANNERS IN TI IE MI,Q,UELLE TRADITION February 3, 2006 Thomas Laudani Peachtree Development, LLC 231 Sutton Street, Suite 1B North Andover, MA 01845 Re: Peachtree Farm Development -- Boise Cascade All'oist installation Dear Sir: Andrew T. Zalew ki AlA 111 i F" (Lc. In AILA, PA, Nle Cr. RI, NH, QIj) Jnhn J. Qnnlrl It,, AIA Ysre Flrndrnt (iia in VT, Mb) (:laude H. Miquelk Sr'oivrAdr:rar (lie in MA) Laky Pnrar, ASID Allied IarrrW Dejgwr. As a clarification of the blocking required for the floor system, Detail 13-C (for walls parallel to joist) and detai Is 13-D & 14-A (for walls perpendicular to joist) of Boise Cascades installation manual, show no blocking at the exterior walls. Please see included details from this manual. iT. any questions, please call. Y.. a ewsk' resident The MZQ GR . 17!:" YO ga_�� /__ 92 Montvale Avenue, Suitc 2400 ■ Stoneham, Masxaehuketts 02180-3628 M Voice 781.279.4.446 ■ Fax 781.27904448 ■ E -Mail: mn. r®mzo8TI?UP.com Bragrb UJJScr.: P.U. Box 132 111 Peaks Island, Maine 04108 111 Voice 21170766.97),4 4— F R'3 M Exterior End - Wall Support See Detail 1, rim board caps ALLJOIST* Bloddng required per govemii building coc (FRO FEB 3 2006 10:59/ST.10:58/No.6802897998 P 3 End Bearing Details Mwasm Attachment at End Mi Nail each Exterior End - Wall Support 1 Detail ® has been deleted. Blocking panel at Interior Bearing sine bj side Load bearing walls Use ALLJOIST° Sloddng Panel Blocking Panel at Interior Bearing End to End Load bearing walls See detail 1t Blocking Per IF rim See detail 14-C for Page 7 of 16 at To Sloddng Panel '" ,FR'OM (FR I ) FEB 3 2006 10 : 59/3T. 10 : 58/No. 6802897998 P 4 End Beadnq Details Rim Board Maximum Vertical Load Transfer From Upper Wall (A) Type of Rimboard SC RIM BOARD'"' VERSA -RIM® BC RIM SOARD` OSB Toe nail rim board to plate with 21/2'(8d) nails at 6" p.c, or with 3112" infer;. (I 6d) nails at 12" ox. Notes: 1. Dimension lumber is not suitable for use as a rim board inALLJOISTefloor systems, 2. Install rim board to fully bear on the wall plate. 3. Rim board is to be full height of joist. 4. Rim board is an integral part of the floor diaphragm required to resist wind and seismic loads. Squash Blocks Maximum Vertical Load from Upper Wall for Each Squash Block h=Block�inche S hc)ri.of;Each. S'uas s Size ;:.:....12:;,. 2 x 4 2230 1670 1390 1115 i 2 x 6 ! 3500 2630 2190 i 1750 Notes: 1. Squash blocks are to be in full contact with upper floor and lower wall plate 2. 5quash blocks are to be '/,6" higher than joist. 3, Capacitles shown are fora single squash block per 101611. 4. Squash blocks are to be SPF #2 or better. 5. Solid block all posts to bearing below with 2 x 4 (min) squash blocks. 6. Web stiffeners are not recommended for this decal. 7. Add blocking panel (not shown) at 8'-0" o,c, fa lateral support. Load bearing walls r'— Nail squash blocks to flanges with 1-43"(110d) nal for each flange. , Stagger nails to avoid splitting. Blocking Panels and Starter Joists Blocking Panel (1b%rt) Maximum Vertical Load Transfer -:-...:.:...,,..,Joist:D®pih..i,..,.y,...:..:...:.a,;,:,,ir: 4'11' i 2200 Vh'irti, 600'' ... Thickness:::`: it]eptti , ; Oapscity,'( 516" 3300 plf IAe- i 516" 4250 plf lye S 16" 4400 plf Toe nail rim board to plate with 21/2'(8d) nails at 6" p.c, or with 3112" infer;. (I 6d) nails at 12" ox. Notes: 1. Dimension lumber is not suitable for use as a rim board inALLJOISTefloor systems, 2. Install rim board to fully bear on the wall plate. 3. Rim board is to be full height of joist. 4. Rim board is an integral part of the floor diaphragm required to resist wind and seismic loads. Squash Blocks Maximum Vertical Load from Upper Wall for Each Squash Block h=Block�inche S hc)ri.of;Each. S'uas s Size ;:.:....12:;,. 2 x 4 2230 1670 1390 1115 i 2 x 6 ! 3500 2630 2190 i 1750 Notes: 1. Squash blocks are to be in full contact with upper floor and lower wall plate 2. 5quash blocks are to be '/,6" higher than joist. 3, Capacitles shown are fora single squash block per 101611. 4. Squash blocks are to be SPF #2 or better. 5. Solid block all posts to bearing below with 2 x 4 (min) squash blocks. 6. Web stiffeners are not recommended for this decal. 7. Add blocking panel (not shown) at 8'-0" o,c, fa lateral support. Load bearing walls r'— Nail squash blocks to flanges with 1-43"(110d) nal for each flange. , Stagger nails to avoid splitting. Blocking Panels and Starter Joists Blocking Panel (1b%rt) Maximum Vertical Load Transfer -:-...:.:...,,..,Joist:D®pih..i,..,.y,...:..:...:.a,;,:,,ir: 4'11' i 2200 11Th" 1900 14" i 1300 16" 1100 Notes: 1. Slocidng panels are to be used in dry conditions only. 2, Blocking panels are to be in fun contacl with upper floor and lower wall plate. 3. Blocking panels must be adequately designed to as as a load transfer point for gravity loads from floor and roof above. (8d) nail for each joist flange Page 8 of 16 ;e 3' (10d) nails at o.c for ALLJOISP icldng panel ✓ize Lravnmwruue¢CC� �✓aGaaaac�ucael7a , BOARD OF BUILDI G REGULATIONS; License: CONSTRUCTION SUPERVISOR Number:'CS 088997 Bi t�:date=-- .00 /1969 -a Expt es 09/09/2007 Tr. no: 889.97 MICI�FAEL.V MAt�NOI,/a 7 SENEGA ST METNUEN, Commissioner REScheck Compliance Certificate 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: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 03/22/04 DATE OF PLANS: 3-21-04 PROJECT DESCRIPTION: House B COMPLIANCE: Passes Maximum UA = 541 Your Home UA = 530 2..0% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -E Door 1: Solid Door 2: Glass Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Boiler 1: Other (Except Gas -Fired Steam), 80 AFUE Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA 1328 30.0 0.0 46 275 19.0 0.0 14 3360 13.0 0.0 240 345 0.340 117 21 0.180 4 63 0.340 21 1874 19.0 0.0 88 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release ld (formerly MECchecl and to comply with the mandatory requirements listed in the RES checklnspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date- ,?� -04 ���rct Mono 'r NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit �,arq_ is that the debris resulting from this work shall be disposed or in a properly licensed solid wade UIJposill lacillly dS l[u1111G11 Uy lY1VL c 11, S 150 A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: lcco�d ih a da NfLad c h lrjs&. (Location of Facility) c� mfr Signature of P t ppYicant Fire Department Sign off: Dumpster Permit Date 00 The Commonwealth of Massachusetts Department of Industrial Accidents Office of investigations L of � too Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name ctc her t� ( L Please Print Na Location: City_ Phone # ElI am a homeowner performing all work myself. ElI am a sole proprietor and have no one working in any capacity FZ I am an employer providing /workers''ccoom, /pnensation�for o�r/m,,yy employees working on this job. (`mmnnnv names- Pe Q l • ►. 1 t"- 1 It' V Y f (J p/ a ►' `f I LJ- e Address cel Cityv I T-Fra i --1/'� Phone #: - I I d 'c - to I v Insurance Co. 1 res ve Policy # ('%�� Company name: &Lrl ad ) e l 4�d y (pao ` e -11f eirp Address Su Hon s-9, City Phone #: Insurance Co. �e Policy # r, -i /"(u a Failure to secure coverage as requiredi under Section 25A or MGL 152 can lead to the imposition of criminal penalties af,a fine up to $1,500.00 and/or one years' imprisonment -as well as_civil..penatties-i2thefnrm.of-a_STOP WORK ORDER_and a.fine_of.(.$].DO DA)_aAay3gainst.me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby c Signature. that the information provided above is true and correct. _Date I 6 Print name_ Pco-n SO n Phone Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensina Building Dept ❑Check if immediate response is required licensing Board Selectman's Office Contact persona Phone #: F, Health Department R Other �I FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT thlCh"Ut100 .Ili, LLC PHONE o LOCATION: Assessor's Map Number q$p PARCEL_ka_ SUBDIVISION ft(,hh-a rarM LOT (S) -19---- STREET R�C.h 'e�- hM L_ ST. NUMBER ************************************OFFICIAL USE ONLY************************ TOWN AGENTS: CONSERVATION AWINISTRATOR DATE APPROVED (P? 1 't `GtIV7 DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS 1 FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH) �` DATE APPROVED '"�/ DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 Jim FORM J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town of�North Andover, Essex County, Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated Mav 20, 2003 and recorded in the Districts Deeds, Book 7827.. Page 143; or registered in Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book Page ;has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts" Plan dated October 24, 2002_ last revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the restrictions as to sale and building specified thereon. Lots designated on said Plan as follmvs: (Lot Number (s) and street (s)) Lots 10 through. 19, inclusive, Peachtree Lane b. 'To be attested by a Registered Land Surveyor) i hereby certify that lot number (s) Lots 10 through 10, inclusive. on Peachtree Lane do conform to layout as shown on Definitive Plan entitled "Definitive Subdivisionand Special Permit Plan Peachtree Fane in North Andover. Massachusetts" life 1), All- Registered Land Surveyor I of 2 %�} `[ � �j LLIS l� t ^v Co c. The Town of North Andover, a municipal corporation situated .in the County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated 20 and/or Covenant dated May 20, 2003 from Bigg Kahuna Properties, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7827, Page 143, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Re--istration Book Page acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as f0lloN�7s: Lots 10 through 20, inclusive, Peachtree Lane EXE TE as a sealed instrument this _ d<w FTS in— >fln,1 Majority of the Planning Board of the Town of North Andover COl'✓IMOlONWEALTii OF MASSA Ci iiJSE T T S County of Essex, ss On this 14 � - day of May, 2004, before me, the undersigned notary public, personally appeared 4(6,:. A,.,G leS; s�� proved to me through satisfactory evidence of i dentif cation; which is `�.F�-?n,; E ff to be the person whose name is siZ:tgned on the preceding or attached document, and acknowledged to me that lie siL7ned it voluntarily for its stated purpose, as members) of the Planning Board of the Town of North Andover, Massachusetts, /— '� i ;r0?71575.2 NOTARY PUBLIC-,,,' My Commission Expires: 2 of 2 ESSEX NORTH F? py op - LAWRENCE, MASS- A TRUE Copy: AT RMSTER OF DEEB Location No. 7 Date P �,. TOWN OF NORTH ANDOVER A Certificate of Occupancy $ '�s��•�.;5 <� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee G $ TOTAL Check # �15-4 Se " /—Building Inspv:tor I+ tP9_ `w O • W s� W o ) p .° C T E U - w R" a�' w F U W c°° 2 " cid w V ono x° ct w z m' cn o cn .0_ 0 Q' 'rE m c CL* N IC mm N all. Of O 'v T H O ' � N CD �€ CD o CLC -3 N mCL m N O O ii N Z ~ a = OO =.. O H N Oma ~ W C W bQ N C r CL= C = r • RW.i •m v i.7 cp p y a m O .o z ���2 f- s sa m E IE Ma N zip �N W cm CD C! c S m 0 cm c �C N CD t r O Z O 5,w z O U T -. A� 0 U) uj U) W W 19 W U) 4 �Y^' Location 1 17- No. Date TH TOWN OF NORTH ANDOVER F p Certificate of Occupancy $ ,SSACMUSEt Building/Frame Permit Fee $ r. Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 18455 V Building Inspe6% 6 ER * pen z 3.0 z CL Q � � �w u C) Q :`16. u CA FM r 0 CIO um 0-- O 4j 0 ai 0 ts CL -0 2 0 0 cn LIL 'M 0. :E M C 0 0 c 404 _,$e aj Ln -0 M - N .5 3 0 uj .02 0 m = o F3 .0 u 0 - E *a tn m :Z cc .0 E c Ou c low. LL. 2 13 Im a— >C : L- m - .5 ZO u 40..o) o -a E -0 CU c .0 ai A C EL 0 0 0 c c cu o 0 .2 - . 0 I-jo 0 ca -S m P CL c Im 'a &- c C cz E Do. too . s :3 E x u (D m = N cu CA 0. Q.3 0 a .0 Ln f LU g 4- -C woo %- -6� m 0 4- z 0 D u aj -Cc 0 m r- o w in in Atlantic Design Resources Ltd. 152 Portsmouth Avenue Stratham, New Hampshire 03885 Phone 603/418-0764 Fax 603/418-6375 asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJECT LOCATION 80 Peachtree Lane, Lot 19 Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, MA 01845 PROJECT 205033 Rev. -- THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT, WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS, WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS, MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. Atlantic Design Resources Ltd r 152 Portsmouth Ave. Stratham, NH 03885 H Y D R A U L I C C A L C U L A.T I O N S C O V E R S H E E T 80 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 94 RESIDUAL PRESSURE (psi) 36 RESIDUAL FLOW (gpm) 995 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 18 MINIMUM PRESSURE PER SPRINKLER (psi) 18.37 THIS SYSTEM OPERATES AT A FLOW OF 36.15 gpm AT A PRESSURE OF 43.94 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Atlantic Design Resources Ltd 80 Peaciqtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE.FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 21 4.20 4.00 18.00 18.37 0.00 18.37 22 4.20 4.00 18.15 18.68 0.00 18.68 THE SPRINKLER SYSTEM FLOW IS 36.15 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC.PRESSURE 94.00 psi RESIDUAL PRESSURE 36.00 psi AT 995.00 gpm TOTAL SYSTEM FLOW 56.15 gpm AVAILABLE PRESSURE 93.72 psi AT 56.15 gpm OPERATING PRESSURE 56.17 psi AT 56.15 gpm PRESSURE REMAINING 37.55 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Atlantic Design Resources LLu 80, Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45'Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 36.15 75.00 23 3.32 120 18 1.265 0.156 0.000 56.17 43.94 12.23 2 3 36.15 8.00 22354 4.98 120 18 1.265 0.156 1.733 43.94 40.18 2.03 3 4 36.15 32.00 2232 5.98 120 18 1.265 0.156 0.000 40.18 25.26 14.92 4 5 0.00 21.00 32 9.27 120 9 1.400 0.000 9.100 25.26 16.16 0.00 4 6 36.15 50.00 32 9.27 120 9 1.400 0.095 0..000 25.26 19.61 5.65 6 21 18.00 12.00 3 3.31 120 9 1.109 0.081 0.000 19.61 18.37 1.25 6 22 18.15 8.00 3 3.31 120 9 1.109 0.083 0.000 19.61 18.68 0.94 A MAX. VELOCITY OF 9.22 ft./sec. OCCURS BETWEEN REF. PT. 3 AND 4 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc.. North Kingstown R.I. U.S.A. f'L�CO Fire &Building Products Technical Services: Tei: (800) 361-9312 / Fax: (800) 791-5500 Series LF11 Residential Flush Pendent sprinklers A 9 K -factor standards of any other authorities hav- General ing jurisdiction. Failure to do so may impair the integrity of these devices. Description The owner is responsible for maintain - The Series LFII (TY2284) Residential th ir ► f re rotecfion system and de - Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- tial occupancies such as homes, apartments, dormitories, and hotels. When aesthetics is the major consid- eration, the Series LFII (TY2284) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and manufactured homes per NFPA 13D; wet pipe residential sprinkler systems for residential occupancies up to and including four stories in height per . NFPA 13R; or,. wet pipe sprinkler sys- tems for the residential portions of any occupancy per NFPA 13. . The Series LFII (TY2284) has a 4.2. (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The flush design of the Series LFII (TY2284) features a separable es- cutcheon providing 318 inch (9,5 mm) vertical adjustment. This adjustment reduces the accuracy to which the pipe drops to the sprinklers must be cut to help assure a. perfect fit installation. The Series LFII (TY2284) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LF11(TY2284) Residential Flush Pendent Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the EENTRAL Customer Service/Sales: Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 it ep vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted •.; :,f;; ,.k, relative to any questions.' Sprinkler/Model Identification Number SIN TY2284 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psi'12 (60,5 LPM/barl/2) Temperature Rating: 1620F172'C Vertical Adjustment: 3/8 inch (9,5 mm) Finishes: Sprinkler and Escutcheon: White, Chrome, or Black Physical Characteristics: Body ....... ..... Bronze Deflector ......... Copper Valve Cap ......... Brass Orifice Seal ......... Copper Heat Collectors ....... Copper. Operation The sprinkler assembly contains a small fusible solder element. When ex- posed to sufficient heat from a fire, the solder melts and enables the internal components of the sprinkler to fall away. At this point the sprinkler acti- vates with the deflector dropping into its operated position (Reference Fig- ure 1 C), permitting water to flow. Page 1 of .8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 (a) For coverage area dimensions less than or between those indicated, it Is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum low in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation in accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be' the greater of the following: • The flow rates given In Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the 'design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be. installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal ceil- Ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- Minimum Flow rot and Minimum Flow W and Minimum Flow N) and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max. 8 Inch Rise for 12 Inch Run) Area (a) Ft. (Max. 2 Inch Mise (Max. 8 Inch Rise Three sprinkler design when there are more Ft. x Ft (m) for 121nch:Run) for 12 Inch Run) than two sprinklers in a�compartment. (m x m) 162°F/72"C 162"Ft72"C 162"Ff72"C 12 x 12 12 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 16.4 psi (1,13 bao 11.1 psi (0,77 bar) 14 x 14 14 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar? 16x 16 16 14 GPM (53,0 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 18 x 18 18 18 GPM (68,1 LPM) 19 GPM (71,9 LPM) 18 GPM (68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi (1,27 bar) 20.5 psi (1,41 bar) 18.4 psi (1,27 bar) 20 x 20 20 22 GPM (83,3 LPM) 24 GPM (90,8 LPM) WA (6,1 x 6,1) (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 low in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation in accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be' the greater of the following: • The flow rates given In Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the 'design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be. installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal ceil- Ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- TFP4;0 ' • r 3132' (2,4 mm) TYP. FACE OF DO NOT SPRINKLER OVER -TIGHTEN r_ FITTING �t I l 1 - - 29132-3/16' (23,0-4,8 mm) CEILING LEVEL MOUNTING TOLERANCE SURFACE OMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2' (50 mm) DIA. I 29/3213/16' t_ 1 2-1/4' (23,014,8 mm) O (57,2 mm) HEAT COLLECTOR 2-15/16' (75 mm) DIA. B 112' NPT �- -� 7116'(11,1 mm) NOMINAL MAKE -IN 9/16' (14,2 mm) 1 1 15/16'(23,6 mm) O DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER WRENCH RECESS ACCEPTS 318' SOCKET #4947 DRIVE SOCKET Page 3 of 8 #4948 WRENCH & SOCKET COMBINATION WRENCH FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINATION FIGURE 3 PROTECTIVE CAP REMOVAL TOOL Page 4 of 8 E E ODM co N m N 0 FLUSH ' TY2284 POSITION B E E toV! f�m N m N e TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2'(50,8 mm) FIGURE 4 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Ceiling Design Criteria" section) mum depth of 14 inches and the maxi- mum width is unlimited.The cross-sec- tional shape of the primary beam may be rectangular to circular. . Secondary Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 5A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 5B). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than. one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of .the nearest beam and from center to can-, ter between beams (Fig. 5C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 5C). Lintels. Lintels over doorways eating the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. a rr-ei.v Win.kia Types. Series LFII 2284), 162F, Flush Pendent Resi- dential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover-. age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Fig. 4A). The vertical centerline of the Series LFII (TY2284) Flush Pendent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the pri- mary beam (Fig 46). NOTES Core drilling of beams to allow the installation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFII (TY2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to .the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- fited area (Fig.6). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft: 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed to the compartment wall. NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP420 ALL FIGURES, DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM COMPARTMENT WALLS SECONDARY BEAM A A• --j FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0' (6,1 m) –+{--A--- .1 A--� F IF F PRIMARY BEAM COMPARTMENT' WALLS rage aUKo 14' (356 mm) MAXIMUM A - 3' 4- to 6'-0- (1,0 to 1,B m) FOR PRIMARY BEAMS HAV- ING A 14' (356 mm) MAXIMUM DEPTH 20'-0' (6,1 m) MAXIMUM IFB . A = 3'-4' Ia 6'-0'6'-0'(1.0 to 1,8 m) FOR PRIMARY BEAMS HAV BING A 14' (356 mm) MAXIMUM DEPTH A = 3'-4' to 6'4' (1.0 to 1,6 m) FOR PRIMARY BEAMS HAV- AVING B = 20'-0' (6,1 m) MAXIMUM INGA 14' (356 mm) MAXIMUM FOR SECONDARY BEAMS x, C DEPTH THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS C = 3-4' (1,0 m) MINIMUM FOR AND THAT MUST BE IN PLACE SECONDARY BEAMS HAVING SO THAT PRIMARY BEAM DEPTHS GREATER THAN 251/6 POCKETS DO NOT EXCEED 2U -(r (6,1 m) FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 27-0' (6,1 m) C A = 3'-4' to 6'4' (1.0 to 1,6 m) FOR PRIMARY BEAMS HAV- AVING INGA 14' (356 mm) MAXIMUM x, C DEPTH SECONDARY BEAM C = 3-4' (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 251/6 OF PRIMARY BEAMS PRIMARY* —or— BEAM C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS *REFER TO FIGURE 5B COMPARTMENT FOR SPANS WALLS EXCEEDING 20'-0' (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARYAND SECONDARY BEAMS FIGURE 5 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) TFP420 spection, testing, and maintenance of their fire protection system and de- vices in. compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Page 7 of 8 Limi1. ted Ordering Warranty Procedure Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fre Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND F1 NESS FOR A PARTICULAR PUR- POSE. When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2284), K=4.2, Residen- tial Flush Pendent Sprinkler without Escutcheon and having a (specify) finish, PM (specify). . Chrome .................. 51-123-0-162 White .................... 51-123-4-162 Black .................... 51-123-6-162 Escutcheon: Escutcheon for Series LFII (TY2284), K=4.2, Residential Flush Pendent Sprinkler with (specify) finish, P/N (specify). Chrome .................. 56-123-9-001 While.................... 56-123-4-001 Black .................... 56-123-6-001 Accessories: Socket for Series LFII (TY2284) Resi- dential Flush Pendent Sprinkler, P/N 56-000-4-947. Wrench & Socket for Series LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-948. Protective Cap Removal Tool'for Se- ries LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-300. Page 6 of 8 SECONDARY BEAM ` USE DISTANCES SHOWN PRIMARY IN FIGURES 5A, 5B & 5C, BEAM EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALLSURFACES FACE OF SOFFIT `t' COMPARTMENT WALLS FiGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Crfterls" section) Installation The Series LFII (TY2284) must be in- stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling installation is complete. The Protective Cap must be removed to place the sprinkler in service. A leak tight 1/2 inch NPTsprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 Vbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as shown in Figure 1A.. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the Sprinkler into the sprinkler fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step 5. Use the 'ceiling level tolerance limit" indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the .ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. Care and Maintenance The Series LFII (TY2284) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. . Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- Series 909 "Engineered for EI Sizes V 2" capacify relief To prevent back -siphonage and.backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross -connection. Use Series 909 for backflow protection in cross -connec- tion control and containment at the service entrance. The 909 high capacity relief incorporates the "air-in/water-out" principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 909QT. Sizes 3/4" and 1" have Tee handle shut -offs. Available Models Prefix C - with strainer clean and checK 3A" and 1" only Suffix QT - with quarter -tum, full port, resilient seated ball valve shut -offs S - with bronze strainer HW - with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF - without shut-off valves Prefix U - with integral body unions (3/4 " and 1" only) FAE - with flanged adapter ends (11/4",1'h", 2" only) Features • Quarter -turn ball valve shut offs • Replaceable bronze seats Designed pressure drop Modular design • Simple and economical service No special tools required for • High capacity relief protection servicing against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140T continuous and 180"F in- termittent.,Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. Connections .3/4" -1" 909QT has NPT female threaded body connections. 11/4" - 2" 909QTM1 has NPT male threaded body connections. Dimensions -Weights (approximate) Size Dimension (Ii iches) Wgt.(Ibs.) inches A B C D E F G H wlo strainer x/+ 211h IN N% 4 4�+ 11'h 6�+ 3r/e 15% 14 1 22'h 1 T/ie A71/n 4 4e/i 13 7 3rh 1T/: 15 1'h 255/e 205/e 5 63'e 14 71h 5'/+ 42Yi 40 1% 27'he 21% 5 6Y, 15 7'h 5'h 44 40 2 3010/+ 233�e 5 65/e 16 73'+ 5'h 473e 40 Ell 6 For more information, send for ES -909S Reduced PressureZon, .& LCIL E2 Patent 14,241,752 909QT-s Note: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION anis CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic . Research at the University of Southern California lab tests. *Typical maximum mechanical irrigation system flaw rate (7.5 feel per second) 20 15 Colo Colo 5 20 15 10 a10 5 ■f■■■■I■■f■■■■G■■ ■Erd�■■I■f■■■■■■■f■ 1 1. 1111110 r � 0 10 20 30 40 50 60 70 BO 90 100 GPM 5 .75 10 15 20 FPS 20 C9 15 1010 5 0 20 1s a 10 5 0 1 '/2" 10 20 30 40 50 60 70 80 90 100 GPM 5 7.5 10 15 FPS Ii■��I i■iitlt�sl• Ittt� la.� �� l if t• 11l• � � � 25 50 75 100 125 150 175 zuu UPnn 5 75 10 15 FPS Ell VSR-SF FOR SMALL PIPE VANE TYPE WATERFLOW CP),POTTER ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road - St. Louis, MO 63146-4161 55 Glen Cameron Road (314) 878-4321 - (800) 325-3936 t y Thornhill, Ontario, Canada L3T 1 P2,;; www.pottersignal.com (905) 882-1833 :.. 1: ' Stock No. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1", 1 1/4", 1 1/2" or 2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to over- come the selected retard period. INSTALLATION: These devices may be mounted in horizon- tal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non -corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes - 1% 1 1/4", 1 1/2" and 2" Note: 10 paddies are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2" polybutylene. (CTS -Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • NEMA 4AP55 rated enclosure -use with appropriate conduit fitting. -Temperature range: 40" F to 120" F (4.5" C to 49° C) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler . NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, order Stock No. 0090018 waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installa- tions with the proper adaptersso that the specified TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's,-,& test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). PRINTED IN USA MKT. #880DD03 - REV M PAGE 1 OF 2 MFG. #5400802 - 2197 FIG.1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL Gp0'r Gp\tp 1 DWG. /923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi- sion of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A "B" SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B". TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 21/2' 1 (50mm to 65mm) (33mm t2mm) 3' to 8' 2':t1/8* (BDmm to 200mm) (50mm x2mm) DWG. 1761=30 DIRECTION WATERFLOW VSR F VANE TYPE WATERFLOW SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50FT.—LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) 0 0 1 A 10-25 8 20-40 C 35-55150-70160-90_ D E FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER STYLE B (CLASS B) END -OF -UNE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ON CLOSE ON EOL ALARM ALARM ALARM RESISTOR NOTE: FOR SUPERVISED CIRCUITS SIGNALING DEVICE SEE 'SWITCH TERMINAL CONNECTIONS' DRAWING AND CAUTION NOTE (FIG. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION OPEN ON CLOSEOPEN ON CLOSE ON TO ADD'L FROM ALARM ALARM DEVICES OPEN ON 1 *'CLOSE ON CONTROL OR RETURN TO CONTROL ALARM , ALARM � DWG. 761-15 NOTES: 1. The Model VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation -of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. . PRINTED IN USA MKT. #8800001 - REV L PAGE 2 OF 2 MFG. #5400761 -11/95 MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 20$1 Craig Road • P.O. Box 28480. 55 Glen Cameron Road St Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P 2 (314) 878-4321 • (800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time Horn, Code -3 Tone; Code -3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code -3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. _ Features --One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field selectable sound output levels. ' Code -3 Horn and Tone meet N.FPAIANSI/ISO temporal pattern for standard emergency evacu ation signaling. • Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce. power consumption and wiring costs. • Low cost installation via standard electrical boxes. Attractive flush or surface mounting options available. Model MT -24 -LSM (strobet orn shown) PRINTED IN USA MKT. N885DD02- REV A PAGE 1 OF 2' 11/95 dSA and CurrentRatings Model MT 12/24 MT-24-LSM (Horn) (Strobe/Hom) Stock No. 1610914 Stock No. 1610915 Tone - Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93. Code -3 Horn 0.040 0.023 99 93 0.405 0.366 99 93 Code -3 Tone 0.028 0.017 95 90 0.393- 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391. 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 HVLo 0.020 0.014 93 88 0.385 0.379 93 8B PRINTED IN USA MKT. 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L Z• ter,:::. ./i v• tr....�� �;i:�.J• �.� •��( o. • �� e•, .oma •o•• o, �� �. r.��. ,.� r ;..,;,at • lt���::'.'7•Y 7 ••�.5 'r„�rs ;.;lr. .� 9i�nl,Aj` , 7f•'r r Y !, '!fi. ..:, ')• P""'.N• rJ ° Ci' ,:�i' i. ' ( , f F • ! .` �`.- :•%':tip . � :,i:. . , .p 1.: Qn�1 l��� � L trq��°�y,�,,Y a��' °,.4 °• ° o' °°:.• :j?1�.'';�✓•I 7�,a�'',��,•�C�! •.4b , `��'�"J1 . n/1':.}'�ri Ap� N "s��:i�r...•�'.�.'�.t-S'J__�`�%S�1?r�'fi'��.r's'�,�,��?`•�.,AS_•• 5�4?,.���•_��• v`4',a1 t: � •a•:.•::.� Fumes: FireFighter and FireFighter PG have no hazardous fumes. System Requirements and Limitations: All fire protection sprinkler systems'winterized with FireFighter or FireFighter PG should conform to local, state and NFPA requirements. The use of antifreeze within these systems should also conform to NFPA requirements. Use of antifreeze solutions should also be in conformance with any state or local health codes. n Please contact your local health authorities if you have any questions concerning the codes in your area. Maintenance: Because the chemicals which compose FireFighter t ' and FireFighter PG can break down over time, systems should be tested to determine the level of freeze protection at the beginning of each freezing season. �I`"'` _ To test the freeze protection level of FireFighter, use a small hydrometer to determine the specific gravity of the solutfon.To maintain a —15°F flow protection, the specific gravity of FireFighter should be 1.141 at 77°F To test the freeze protection level of FireFighter PG, use a small hydrometer to determine the specific :•.:��1.1:1 •'��.1 gravity of the solution. To maintain a —15°F flow v,- protection, the specific gravity of FireFighter PG should be 1.0 at 77°F. When the test indicates that the solution has weakened, empty the system and replace with fresh FireFighter or FireFighter PG, according to the installation instructions. St) d - '41 .S i•�i°ay M, LM. .o •.`s+jii3�1� INSTALLATION INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the water supply valves and drain the system. 2. Add FireFighter or FireFighter PG to the system through a filling cup. 3. Use the end sprinklers to vent air from,the piping. 4. Back out all of the sprinklers slightly, until is: a antifreeze appears. This assures that the piping completely filled and all air has been purged from the system.•, If the filling cup is NOT above the highest sprinkler, use one of the following installation procedures: 1. Administer FireFighter or FireFighter PG at the ro •:. highest sprinkler branch line using a filling cup. The drop pipe should be filled through the filling cup as shown in the diagram below. 2. Tighten the sprinkler heads and open the valve marked #1 until the drop pipe and the section of pipe above valve # 1 are empty. o 3. Close valve #1. Close the filling connection valve. ":3S Slowly open the supply valve wide. Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram below. HEATED AREA UNHEATED AREA Filling Cup Sprinkler Head ;�� `• Water Supply ILei 4iiiii=6 # Non -Freezing l—_ — Solution ; r 12 ins. Approved 'e Indicating Wall Valve e Drop 5 ft. min. ■ Check Valve [1/32, hole in Clapper)Lorain valve '- Please turn to hack panel for additional information. .4 ,o _o l;j�ye ct PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic antifreezes designed specifically for fire protection systems. These products are used in place of water and other water -like fluids in sprinkler systems where freezing may either cause damage or interfere with the functioning of systems or equipment, and/or toxicity to humans or animals is a concern. — FireFighter is compatible with all approved types of pipe, including BlazeMaster'" CPUC sprinkler pipe and fittings. _ FireFighter PG is.compatible with all approved types of sprinkler pipe systems, with the exception of CPUC. Sizes: FireFighter and FireFighter PG are available in: _ One gallon plastic bottles [6 per case] —Five gallon pails _ 30 gal Ion drums 55 gallon drums _ 5000 gallon tank trucks Color: FireFighter is orange _ FireFighter PG is red Applications: Wet fire protection sprinkler systems Ingredients: FireFighter: _ Active Ingredient: Glycerine —Other Ingredients: Water Viscosity Reduction Agent Dye FireFighter PG: —Active Ingredient: Propylene Glycol _ Other Ingredients: Water Viscosity Reduction Agent Dye -FireFighter Freeze Protection Fluid -is a trademark of The Noble Company. BlazeMaster- is a registered trademark of B.F. Goodrich -Non-toxic" is used to describe extremely low chronic and acute toxicity No maximum sale intake for humans has been established. The product is considered GRAS (Generally Regarded As Safe) by The Food and Grog Administration Chemical and Physical Properties: FireFighter: Density at 71°F is 1.137 grams/ml —Viscosity at 77°F is 7.05 centipoise pH of FireFighter is 7 —.Boiling Point at Atmospheric Pressure 1160 mm] is 212°F FireFighter PG: _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise _ pH of FireFighter PG is 8.0.9.6 _ Boiling Point at Atmospheric Pressure [760 mm] is 222°F Freeze Protection Properties: FireFighter and FireFighter PG: —Minimum Fluid Flow Temperature is —15°F _ Minimum'Burst" [Hard Freeze] Temperature is —5D°F Flammability: FireFighter and FireFighter PG are not flammable since they have no measurable flash point [Pensky- Martens Closed Cup]: however, both products can flash or burn if the.water content is evaporated off FireFighter: _ Flash Point is 350 OF** -Fire Point is 400°Fu`s' FireFighter PG: _Flash Point is 214°F#" _Fire Point is 220°F" Toxicological, Environmental and Health Information: FireFighter and FireFighter PG are virtually harmless to animals or plants: however, the disposal of these materials should be in conformance with national, state, and local health codes. FDA References: GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe" by the Federal Food and Drug Administration. "Cleveland open Cup •- • RECOMMENDED CONCENTRATIONS FireFighter and FireFighter PG are intended to be used undiluted only. AVAILABILITY FireFighter and FireFighter PG are available .Q throughout the U.S. through wholesale distributors. ' Please contact The Noble Company for your local Y representative and wholesaler. TECHNICAL SUPPORT Specifications, installation design, installation techniques, and unique applications will be reviewed upon request. Address inquiries ATTN: FireFighter Technical Support. Field service is available through factory representatives and Noble Company staff. Contact The Noble Company for local representatives. The Noble Company 614 Monroe Street Grand Haven, Michigan 49417 Phone: (616) B42-7844 t FAX: (616) 842-1547 WA r . r4 4 Printed In USA ©1989 • he Noble Co. Form PFFPIG 289 •+1g 0 •i, 4 ` 1' �♦�. Vii; .. ! •• �l�o r c•.0 e_, a 41 1 •' a .• �•':.•',;. ter• ��.`�r'•;,v�,i• )i�"•'�'.' •• O O X00 •:; ::: l�•• 00 •. 1j• /� y H• Ya�'.. • O :•O.� : 1a., ' �4 r 00 a„ qoa•'`a•j • tit,•,.* $ Y. o-a'�� .- •.i�•. '•.• a 1'� •' . 1 uIi :• •, 6• • • j N dV 1 f 'rr o Y :r l_G1x'ii�_/fbiR/P! ul ��YYi1s'aC1i.iQ'i�`t •�•�,-h�"o •; eft erie'909 "Engineered for W911 Sizes 3/4" - 2" c,Pacify relief To prevent back -siphonage and backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross -connection. Use Series 909 for backflow protection in cross -connec- tion control and containment at the service entrance. The 909 high capacity relief incorporates the "air-in/water-out" principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 909QT. Sizes V and 1" have Tee handle shut -offs. Available Meodeis Prefix C -with strainer clean and check, 3/4" and 1" only suffix QT - with quarter -turn, full port, resilient seated ball valve shut -offs S - With bronze strainer HW - with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF - without shut-off valves Prefix U - with integral body unions (3/4" and 1" only) FAE - with flanged adapter ends (1'/4",11h", 2" only) Features Quarter -turn ball valve shut offs Replaceable bronze seats - Designed pressure drop 9 Modular design a Simple and economical service u No special tools required for - High capacity relief protection servicing against combined back -siphonage/ backpressure backflow _ Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140°F continuous and 180°F in- termittent. Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210OF for harsh water conditions. Connections, 3/4"-l" 909QT has NPT female threaded body connections. 1'/4" - 2"'909QTM1 has NPT male threaded body connections. Dimensions -Weights (approximate) Size Dimension (i rhes) 047% .(lbs.) inches A a C D E F G Hw/o strainer 1A 21'/4 17'/4 75Y% 4 4'Y4 11V, 6Y4 37/1 14 1 22'A 173/ie TY 4 43/i A13 7 37A 15 1'/e 25% 205/e 10a/e 5 6Ve 7'/t 5'/e 40 1'h 273/6 .213/4 103/e 5 65/1 7'/, 5'h 40 2 303A 23% 103/e 5 65/1 7'Y4 5'/4 40 6 For more information, send for ES -909S Keduced Pressure, T-1 �.. Lk F! Patent d 4,241,752 909UT-S Note: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As complied from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. 'Typical maximum mechanicalfirrigation system flow rate (7.5 feet per second) • i��fi•l• I��it•�����ft• it•fi•��f>•Ift•�fi•f>•i>•it•�i>•fi• f1•�fi>•fi•� Ift•it•�f/��fi•fi•� 11•il���� l��it>•�fl>•���� 20 X15 0. 10 5 0 20 L515 I10 L 5 0 20 015 0.10 1 7/4" 10 20 30 40 50 60 70 00 90 10D G P M 5 75 10 15 20 FPS q 10 20 30 40 50 60 70 80 90 100 GPM 5 75 10 15 FPS 25 50 75 100 125 150 1/5 5 75 10 15 200 GPM FPS o." In STRENGTH OF COPPER TUBING SAFE WORKING INTERNAL PRESSURES �z S (Allowable stress In pounds per square Inch) 6000 psi S 5800 psi S 3800 psi • S 2500 psi UME OF COPPERTILIBING. r-Lzc 1 -,hes Per CubicFeetPer Gallons Per M. Sfz,q,k;" 'Foot of Tubing 100 Feet of Tubing 100 Fiet of Tubing A (in inches] K TYPE. K m K TYPE L m K TYPE M m Nom. S1,ze,il 150PF. 2500F. 35061F.. 4000F. 150OF. 2500F. 3500F. 400OF. 1500F. 2500F. 3500F.:, 400°F. lli nches. `:'O.D. (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI). (PSI) (PSI) (PSI) (PSI) 3.048 3130 3030 1980 1300 1.210 1.319 4A08 4.176 .232 '/14 1950 1890 1.808 810 44 5.232 5.808 6.204 303 .336 .359 2.265 1530 1480 .1230 970 640 1160 1120 730 480 1160 1120 730 480 4.540 1200 1160 760 50D 15.72 .85 .88 .91 634 6.55 6.81 111/2- j a 1200 1160 760 SOO 900 870 570 380 750 730 470 310 37.08 1170 1130 740 490 800 770 500 330 560 540 350 230 1/2,.". r 5/a 920 ego 580 3110 740 720 470 310 500 480 320 210 4 760 730 480 320 650 630 1 410 270 450 430 280 190 880 850 560 370 590 570 370 250 00 390 250 170 S.. 6B0 660 430 290 510 490 320 210 340 330 220 140 310.8 550 530 350 230 460 440 290 190 340 330 220 140 520 500 330 M 430 420 270 180 340 - 330 220 140 21 450 430 280 190 370 360 230 150 300 290 190• 120 sk� 2 25 A20 400 270 1110 350 34D 220 14D 280 270 180 120 31%s AIO 400 260 170. 330 320 210 140 260 250 160 110 3BD 370 240 160 320 310 20 130 260 250 160 110 4,4*:`,',.,-�` 4 1/6 370 -360 230 150 30D 290 196 120 260 250 16,6 110 511, 360 -350 •230 150 '280 270 180 120 240 230 150 100 370 360 230 150 260 250 160 110 230 220 140 100 81A 390 380 250 160 280 270 180 120 240 230 150 IDO 10. 1 o 1A 390 380 250 160 290 280 180 120 240 230 150 100 2 390 380 250 160 270 260 170 110 240 230 150 100 �z S (Allowable stress In pounds per square Inch) 6000 psi S 5800 psi S 3800 psi • S 2500 psi UME OF COPPERTILIBING. r-Lzc 1 -,hes Per CubicFeetPer Gallons Per M. Sfz,q,k;" 'Foot of Tubing 100 Feet of Tubing 100 Fiet of Tubing A (in inches] K L m K L m K L m .936 .0542 A05 ti 1.524 1.740 1.908 DB82 .101 JID .660 .753 .826 2 1. 7A16 2-796 3.048 .151 .162 .176 1.132 1.210 1.319 4A08 4.176 .232 .242 1.735 1.808 44 5.232 5.808 6.204 303 .336 .359 2.265 2.514 2.686 1. 9336 9.9130 10.488 .540 .573 .607 4.042 4.286 4.540 114 14.64 15.12 15.72 .85 .88 .91 634 6.55 6.81 111/2- 20.64 2136 21.96 d 1.19 1.24 1.27 8.94 9.25 9.51 2'...' 36,12 37.08 38.04 4r 2,09 .2.15 2.2D 15.64 16.05 16-47 21h 55.92 57.24 5868 3.24 3.31 3.0 24.21 24.78 25A0 3 79.63 81.72 9326 461 473 4.85 6.53 34,50 4675 35.38 47.94 36.26 48.83 3 108.00 110.52 112.80 6.25 6.40 4 140.4 144D 146A 8.1 85 60.8 623 63.4 S.. 2172 224.4 226.13 126 13.0 13.1 94.0 97.1 98.2 6 310.8 3214 326.4 18.0 1-8.6 18.9 134.5 139.2 141.3 24. Table A-2-3.4 Copper Tube Dimensions Type L Wall Inside Type 1,11 Wall Type K Nominal Tube Size Outside Diameter Inside Diameter Wali Thickness Inside Diameter Thickness .Diameter in. . (mm) Thickness in. (mm) in. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 'l, 0.875 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) (1.3) 0.811 1.055. (2.0.6), (26.8) 0.032 0.035 (0.B) (0.9) 1 1.125 (2U:G) 0.995 (25.3) U.OG5 (1.7) 1.025 (26.0) (32.1) 0.050 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 174 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) (1.8) 1.265 1.505 (38.2) 0.060 (1'5) 1.527 1112 2 1.625 2.125 (41.3) (54.0) 1.461 1.959 (37.6) (49.8) 0.072 0.083 (2.1) 1.985 (50.4) 0.070 (1.8) 2 009 (51.0) (63.4) 0.058 0.065 (1-5) (1.7) 2'12 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) (74.8) 1 . 0.090 (2.0) (2.3) 2.495 2.981 (75.7) 0072 . (1.8) 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) (3.0) 2.945 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 3'12 4 3.625 4.125 (92.1) (104.8) 3.385 3.857 (86.0) (98.0) 0.120 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) (124.6) 0.095 0.109 (2.4) (2.8) 5 5.125 (1308) 4.805 (122.0) 0.160 (4.1) 4.875 (123.8) 0.125 0.140 (3.2) • (9.6) 4.907 5.881 (149.4) 0.122 (3.1) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) "(6.9) 5.845 7.725 (148.5) (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4,3) 8 8.125 (2D6.4) 7.5133(192.6) 0.271 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) . 10 10.13 (257.3) 9.449 (240.0) INCORPORATED CORONA,CA•(714)737-5599 32A Mill I FIG. 22 HANGFCR FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw** furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. - Patent Pending - Minimum fastener size acceptable, #12 x 1-1/4" hardened hex head self threading screw. A MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FT.) SIZE LENGTH PER 100 3/4 .2-7/16 1-5/16 1-3/16 1/ N 5 6 1-1/4 9 5 2 /1 _"- r+' ICP11, C.� A ?": h N a.•m �j+. __ 5"fvl^4'r-aw „/ t. - s__ .. s >� Y �3 F "fr E 1 ,- ✓4 11 r r$�.c�J- A, 6:i..Qf,�..�i��? 1 7/4 3 - 1/16 1- 5/8 1-3/16 6-1/2 5/16 1-1/4 11 _ _ 4. 2 F 3-3/4 ^ - �- 2-1/9 1-3/16 8 5/16 1-1/4 15 most-V)I L WLCO INCORPORATED "32B CORONA, CA . (714) 737.5599 FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE I � I IE— 6—►�I� B-1►I E-- A ---► Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - The Fig. 23 and Fig. 24 are intended to perform as a hanger / restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT -4O4— A )~ Features The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation.. The flared edge design* protects the C.P.V.C. pipe from any rough surface. The Fig. 23 and Fig. 24 are easily attached to the building structure using the two hex head self threading screws°° furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. _pipe size. ° Patents Pending - Minimum fastener size acceptable, #12 z 1-1/4" hardened hex head self threading screw. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER SPACING (Fr.). FASTENER. HEX HEAD SIZE .. LENGTH APPROX. WEIGHT PER 100 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 l 1-1/4 9 i, t',.x'9=hT�"*RLM1.'^'�¢ rµ` NOS&ix '.r en v •.xn ti. 15�.YID��.»•� ��%:. "i r yn!.�-/�1«, t i k-�:���c�.ilT(i„ � . m .Q.,,�..,.,tg2�-nr�,m-Fas�:�i ��..'.2K���.,un'T... ��� ,: 5,'stit7 qtr to Y�.Sfi+�.%i.l_D ,"r.•• fes; S�II�Y` 7-•- r",ryrl`"(�ey��•..:: .4:!: t�Wu �/�;� '}� E''�a.�[,y"q_k•Y;'•`19t.'H7,.Cr�y+YA f .��S�arit3�dAY: 1-1/4 4-3/16 3 273/32 1-1/2 1- 3/16 1- 3/16 6-1/2 5/16xr 1-1/4 11 t � rwr.F,r.r.:,-i• y' --'1:..t a1� �. 1J� .7ki a•.. n.L^et 9 q..l+,{; �'4�,. .1162 #_�1,. r 2 ..7.. �r....;. I,S "i^try Al *St^ ; 3/16•.:•.1. . i'�i:� � 1'. .. ',. .,: ' ".` .4 Iyy 3 Y :i� i�ff n s., w` :`tai �� J "y Y• .i X.. t = �h 15, •' ck�. 15, 5�rz:'' �.Z;.,,.- a MEW' 2 4-78 3-11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 1 5/16 1 1-1/4 15 REVISED 8,A)1 -3 J Central Sprinkler Blazemaster J .J J J J J J J J .I 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 No. I9J.0 Rev.4 5,196 r `0 Table of Contents Introduction....... ............................... I Conversion Factors ................................. 1 listings and Approvals .............................. I Where and how to use a Central Blaze]Aaster Svslem:.... I Central BlazeMaster Specifications ..................... 3 Pipe........................... .. ...........3 Central Biazeklaster Fittings .......................... 3 Solvent/Cement.................................... 3 Dimensions for Central BlazeMaster CPVC Pi-.= .......... 3 Fitting Socket Dimensions ............................ 3 Product Ratings and Capabilities ................ :....... 4 Pressure Rating & Pressure Listing .................... 4 Friction Loss.......................................4 Thermal Expansion ................................. 4 Physical and Thermal Properties of Central B1azeMasier CPVC................................. 6 Permissible Deflections o1 Central B1azeb4aster CPVC ..... 6 Support and Hanger Recommendations .................. 7 Pipe Bracing with Standard Band Hangei .............. 7 Hanger/Support Spacing ...........................7 Vertical Restraint .................................... 7 Underground Installation Specifications ................ 9 Pipe.......................... ..... ..........9 Fittings............................................ 9 Primer/Solvent Cement ............................ 9 System Design .................... 9 Installation Procedures ............................. 9 Inspection ......................................... 9 Trenching...... ... ......................... 9 Snaking of Pipe ................................... 9 Back -Filling ...................................... 10 Maintenance ...................................... 10 System Riser Installation Requirements ................. 10 .System Riser Installation Recommendation ............. 10 Handling & Storage ................................. 11 Handling ........................................ 11 Storage ........................... ............ 11 Handling of Central BlazeMaster Cements and Primers .. 11 Solvent/Cementing Instructions ...................... 11 Joining Central BlazeMaster Pipe Systems .............. I 1 Cutting.......................................... 11 Debarring ....................................... 11 Fitting Preparaticn................................ 12 Safety and Health Precautions ........................ 12 Estimating Primer and Cement Requirements .......... 12 Primer Application ..................... . ......... 19- Solvent 2Solvent Cement Application ........................ 12 A�embly ........................................ IZ Set and Cure Times ............................... 12 Pressure Testing the System ......................... 14 Transition to Other Materials .......................... 14 Flanged Connections .............................. 14 Grooved Coupling Adapters ........................ 15 Penetrating Fire Rated Walls & Partitions .............. 15 Other Design Criteria .............................. 15 Freeze Protection ................................. 15 Central BlazeMaster Systems and Penetration of Metal Studs .................................... 15 Solvent Cement and Primer Spills ................. .. 15 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 Joining Central BlazeMaster CPVC in Hot Weather ...... 16 Appendix.......................:..................16 Helpful Tips.......................................16 Material Safety Data for Solvent Cements and Primers ... 16 Training/Demonstration ............................ 16 Material Safety Data Sheets........ ................ 17 This Installation and Technical Manual contains the c: iteria to install a Central Bla`eMaster CPVC piping system in accordance with the UL Listing, C -UL Listing and/or FM Approval. Additionally, the manual contains recommendations for easier installation, general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing, C -UL Listing and/or FM Approval. To differentiate between a requirement and a suggestion, use the following definitions: SHALL - The use of the word "shall" indicates a mandatory requirement of the Listings/Approval. SHOULD - The use of the word ."should" indicates a suggestion that is not required to meet the Listinas.'Approval. Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central. This warranty will continue for a period of ter. years from the shipping date. Materials found to be defective by Central shall be repaired or replaced at Central's option. Central will not be responsible for labor charges or consequential e;T.)enses or damages incurred as a 'result of use of its products. This warranty is expressly made in lieu of any and all other warranties, expressed or implied, including the War- ranties of merchantability and fitness. All sales by Central shall be subject to the terms and conditions stated herein. The placement of orders with Central shall constitute accep- tance of these terms and conditions. U buyers' purchase orders or confirmations are at a variance with the terms and conditions herein, they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County, Pennsylvania and the U.S. ` Y 1 9 rY r ,•. District Court for the Eastern District of Pennsylvania v-ith respect to any proceedings arising out or in connection with any purchase and sale G =...... contract entered into between Central and buyer. Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look for the UL, C -UL. FM and NSF-pw S.E. marls on the product. BlazeMaster' is a registered trademark of the BFGocdri:h Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. Introduction Central Sprinlder Company in conjunction Alth BFGoodrich has created a line of BlazeMaster CPVC (Post Chlorinated Polyvinyl Chloride) sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler s}•stems and provide the following advantages over traditional sonrrller piping systems: • Increased hydraulic capabilities (C -Factor =150) • No precutting and expensive fabrication required • NSF-pw S.E. approved for potable water • Can be easily connected to other spriLet 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 areas follows: linch = 25.4 mm 1 foot = 0.3048 meters I psi = 6.895 kPa I psi 0.0689 bar . 1 psi = 6894.757 Pa 1000 Pa =1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance with U.S. requirements and GUI. Listed in accordance with Canadian requirements by Underwriters Laboratories Inc. and are Factory Mutual (FM) Approved for use in: • Light Hazard occupancies as defined in the Standard for "Installation of Sprinkler Systems", NFPA 13. " • Residential occupancies as defined in the Standard for "Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height", NFPA.13Pw • Residential occupancies as defined in the Standard for" Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes", NFPA 13D, • Underground fire service systems as described in the " Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S. requirements by Underwriters Laboratories, Inc. for use in return air plenums as described in the "Standard for Installation of Air Conditioning and Ventilating Systems", NFPA 90A..Central Sprinkler BlazeMaster CPVC pipe and fittings are not C -UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by MA in Residential buildings as defined by NFPA 13D and 13R. Tl -,e 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 6] and carry the NSF-pw S.E.. Listing. Central Sprinkler B1azelv4aster 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 Flv Approved for use with Central and/or other BlazeMaster CPVC fittings listed and/or Approved in accordance with the appropriate U.S. and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory, C -UL Products Certified for Canada Directory, FM Approval Guide and/or contact Central Sprinlder's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in "wet' systems only. (A wet pipe s; stem contains crater and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.,' Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R, 13D or 24 shall be followed and when applicable, the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A. In accordance with the UL Listing, protection shat' be provided for Blazeh4astar CPUC pipe and fittings. The rninimum protecii on shall consist of either one layer of f" thick gypsum wall board, /,` plywood soffits, or a suspended membrane ceiling with lay -in panels or tiles having a weight of 0.35 pounds per sq. ft when installed with metallic grids. For residential occupancies defined in NFPA 13D and 13R, the minimum protection may consist of one layer of Y" plywood. In these cases, any standard sprinkler head rated at 17D°F or less may be used. a B. In accordance with the C-OL Listing, protection shall be provided for nazemaster _rvt_, pipe ana ntungs. me ,nuumum pi L tection'shaAlpns't,pj (Ktheriai'h and plate ter, one layer of 9mm thick gypsum wallboard, one laver of 13mm plywood, or a suspend- ed meprane ceiiing witg ]try-in panels or riles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim= when installed with metalhc grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills, exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent, individual openings exceeding 0.031~=, but not exceeding 0.71 m- in area must be located such that the distance from the edoe of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 0.71M2 in area. In these cases, any standard sprinkler head rated at 77°C or less may be used. C. For a concealed installation per FM Approvals, the piping shall be protected and completely separated by a permanently installed non-combustible barrier from or, area protecied by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic da mnaae. Drop in ceiling tiles, as used in suspended ceihngs are specifically considered not to be permanently installed for t'r e purpcs=s of this definition. Non-combustible is defined as having a minimum finish fire raiing of 15 minutes when tested perAM E 119. 4. For an exposed installation: A. In accordance with the UL Listing, Bl=elklaster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations, Listed Quick: Response pendent sprinkler installed within 8" from the ceiling or Listed Residential sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations, listed Quick Response horizontal sidewall sprinklers having deflectors within 6" from the ceil- ing and within 4" from the si&%vall or lasted Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 14'. B. In accordance with the C -UL lasting, BlazeMaster CPVC pipe and fittings shall be installed below a smooth, flat, horizontal, fired ceilings in conjunction with lasted Quick: Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F (65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers, as refer- enced in NFPA 13. However, NEPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler B1azeb.4aster pipe and fittings car- be installed in these areas when sprinklering residential occupancies according to these standards. 7. In installations -0here sprinkler pipe runs through an attic space that requires sprinklers per NFPA, CPVC piping shall be protected in order to meet the requirements of its UL and C -UL listings. The Authority Having Jurisdiction shall be. consulted prior to any installation of CPVC in attic spaces requiring sprinklers. Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings, when installed in accordance with its UL Listing in;air plenums, shall be a minimum horizon- tal distance of 24" from an opening in the ceiling such as ventilation grills. The C -UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions, consult building codes and Authorities Having Jurisdiction in your area. Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources, such as light fixtures, ballasts and steam lines. Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source, the maximum ambient temperature, heat shielding, if cmy, and proximity of CPVC piping to the above. Please consult Central Is Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10. Dun'ng remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11. Central BlazeMaster pipe and fittings shaIl not be installed in outdoor applications. 12. The use of BlazeMaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM- Fl.'7 11 11 Pipe e Central Sprinkler BlazeMaster CPVC sprinkler ASW conforms to the requirements of A�F442 and carries the markings of Under -writers Laboratories Inc. (UL & C -UL), Factor} Mutual (FM), t &A, and the National Sanitation Foundation (t:SF p -:r S.E.) for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from " to 1 ") and ASTI<< F939 (Schedule 60 dimensions for 2" to')"). Female threaded adapters for sprinller head connectcontmn brass inserts. Fittings carry the marl: ings of Underwriters Laboratories Inc. (.UL & C-ULL Factory Mutual (FM), h4E&A, and National Sanitatian Foundation T:SF-pw 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 BlazelAaster One -Step CSC -300, CSC400,or CSC -500 Solvent Cements or Two Step CSC -100 Prmer and CSC -200 Solvent Cement. CSC -100, CSC -200, CSC -300, and CSC400 or CSC -500 Solvent/Cements meet ASTM F493 and NSF regrarements. Please review solvent cement- ing instructions within this manual prior to installation.. Other primer or cements shall not be used with Central Blazel•.4aster. products and the use of such non -approved welding agents will void the Manufacturer's warranty and product Listings1kppr0vals. Dimensions for Central BlazeMaster CPVC Pipe Table A • Central BlazeMaster Pipe Dimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average DD Average ID Pounds per Feet '/,' (19.1) 1.050 (26.7) .874 (22.2) .168 - 1' (25.4) 1.315 (33.4) 1.101 (28.0) .262 1 Y,' (31.8) 1.660 (42.2) 1.394 (35.6) .418 _ 114' (38.1) 2' (50.8) 1.900 2.375 (48.3) (60.3) 1.598 2.003 (40.6) (50.9) .54B • .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 2.3137 2.369 1.500 1.933 0.218 027_5_ _ 2.889 ASTM CPUC Fitting Socket Dimensions Table B • ASTM Dimensions for CPVC fittings in Inches: Nominal Size A Socket Entrance Diameter Average Diameter B. Socket Bottom Diameter Average Diameter C Socket Length Minimum D Inside Diameter Minimum E F Minimum Wail Thickness _ s/.' _ 1.058 1.046 0.719 0.820 0.113 0.141 1' 1 A' 1.325 1.310 0.875 1.144 0.133 0.166 1.670 1.655 0.938 1.375 0.140 0.175 2 f- 1.912 1.894 1.094 1.604 0.145 0.181 2' 2f'_ 3' 2.3137 2.369 1.500 1.933 0.218 027_5_ _ 2.889 2.868 _2.316 0.276 0.345 0.300 0.375 3.516 3.492 L1.750_ 5 2.892 Note: Central BlazeMaster pipe is produced in SDR 13.5 dimensions in accordance with AMV442. SDR (Standard Dimension Ratfo) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. Product Ratings and Capabilities Presslayl•e Rating & Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C -UL Listed and FM Approved for a rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150'F (65°C). Friction Loss :ventral BlazeMaster CPVC pipe has a Hazen -Williams -Value of 150. Pipe :^ction loss calculations shall 5e made according to 14FPA ':andards. _ne following table s -lows the allowance of fri-.ion loss for fitina_z, exressed in equivalent feet of pipe. -The above stated friction loss values ars for Central BlazeMaster Sittings only. When using other listed BlazeMa: ter CPUC 90` e_b,Mvs with Central Sprinkler BlazeMaster products, please consult the fitting manufacturs: 's installation and design manuals. Thermal Expansion BlazeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions is: 0.0000340 inchlinch rF. A 25°F change in temperature will cause an expansion of Z inch for a 50 foot straight length. For most operating and installation conditions, expansion and ccritraction can be accommodated at changes in direc- tion of the pipe run. For additional information on Thermal Expansion please see Table C below. Where AL, = l 2e1(AT) e = 3.4 x 1(J' inlinFF (Coefficient of Linear Expansion) L = Lenath of Run in Feet AT= Temperature Change in `F An example of Thermal Expansion is shown belOVir: Example: How much will a 40 foot run of %"6f BlazeMaster CPVC pipe increase in length (or expand) if the expected. ambient temperature ranges from 35T to 85'F? Changes in length due to fittings are insignificant relative to the pipe. AL = 12el (AT) AL = 12 (.000034) x 40 x 50 AL = .82 in. or tYf6° Allowance for Friction Loss in Fittings (Equivalent Feel of Pipe) Table D • Loop Length (?0°F fo 1007) AT= 7L3741 Table C • Thermal Expansion Filling Size (in.) '/" 1" 1Y° 1Y" 2' 2Y" 3" Tee Branch 3 5 6 8 10 12 15 Elbow 90' 4 5 6 7 9 12 13 Elbow 45' 1 1 2 2 2 3 4 Coupling 1 1 1 1 1 2 2 Tee Run 1 1 1 1 1 1 2 1 2 -The above stated friction loss values ars for Central BlazeMaster Sittings only. When using other listed BlazeMa: ter CPUC 90` e_b,Mvs with Central Sprinkler BlazeMaster products, please consult the fitting manufacturs: 's installation and design manuals. Thermal Expansion BlazeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions is: 0.0000340 inchlinch rF. A 25°F change in temperature will cause an expansion of Z inch for a 50 foot straight length. For most operating and installation conditions, expansion and ccritraction can be accommodated at changes in direc- tion of the pipe run. For additional information on Thermal Expansion please see Table C below. Where AL, = l 2e1(AT) e = 3.4 x 1(J' inlinFF (Coefficient of Linear Expansion) L = Lenath of Run in Feet AT= Temperature Change in `F An example of Thermal Expansion is shown belOVir: Example: How much will a 40 foot run of %"6f BlazeMaster CPVC pipe increase in length (or expand) if the expected. ambient temperature ranges from 35T to 85'F? Changes in length due to fittings are insignificant relative to the pipe. AL = 12el (AT) AL = 12 (.000034) x 40 x 50 AL = .82 in. or tYf6° Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table C. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered fie; summer to winter extremes). !Aethods 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 belov,% If the change in temperature and the maximum -worlang temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60`F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables U and E. For conditions which are riot covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page 4. eT = 707 S = 1560 psi E = 3.85 x 10' psi Table D • Loop Length (?0°F fo 1007) AT= 7L3741 Table C • Thermal Expansion Rom. Pipe Size 0, 10 Temp Change 5 10 15 20 25 30 Length of Run (11.) 35 40 45 50 70 90. 120 150 -%T'F 11 15 18 21 Thermal Expansion, AL (in.) 30 3239 20 .04 .03 .12 .16 20 .24 .29 .33 .37 .41 .57 .73 .98 1.31 30 .05 .12 .18 .24 .31 .37 .43 .49 .55 .61 .86 1.10 1.47 1.96 40 .08 .16 .24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 50 .10 .20 .31 Al 51 .61 .71 .82 M. 1.02 1.43 1.84 2.45 3.26 60 .12 24 37 .49 .61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 n .14 .29 .43 .57 .71 .86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 228 2.94 3.92 5.22 90 .18 .37 .55 .73 .92 1.10 129 1.47 1.65 1.84 257 3:30 4.41 5.68 100 2D .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 OD 6.53 Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table C. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered fie; summer to winter extremes). !Aethods 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 belov,% If the change in temperature and the maximum -worlang temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60`F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables U and E. For conditions which are riot covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page 4. eT = 707 S = 1560 psi E = 3.85 x 10' psi Table D • Loop Length (?0°F fo 1007) AT= 7L3741 Rom. Pipe Size 0, 10 40 Length o1 Run (it.) 50 60 70 80 900 160 _20 _30 Length of Loop (in.) it 1.050 11 15 18 21 24 26 28 ' 30 3239 42 1' 1.315 12 17 20 24 26 29 31 33_354 47_177 _ 1.660 13 19 23 26 30 32 35 37 4050 531}" 1.900 14 20 25 28 32 35 38 40 4353 572' 2.375 16 22 27 32 35 39 42 45 4859 632Y 2.875 18 25 30 35 39 43 46 49 5265 703' 3.500 19 27 33 38 43 47 51 54 58 72 77 D Loop Offset Change of Direction ,ter 312 MIN -IN ,rte , 0 Long Run of Pipe " Hanger or GuMe = Romw Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 'F 73' 80" 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4,14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "Se (psi) Note: Table based on Stress and Modulus of Elasticity at 120T Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10' psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT= . 807 S= 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: F= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100°F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Worlang Stress at 1007 (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central B1azeMasier CPVC pipe installed in 40'F given a mcodmum temperature change to 10077 Additionally, hour long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT =100'F - 40T AT = 60TF Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only .160 feet, two cal- culations will need to be made. . Length of run =160 feet with AT = 60'F From Table C, AL = 3.92 in Table E • Loop Length (SOT to 120T) AT= 60°F Nom. Pipe O Size AvgLength 0.0. 10 20 30 40 of Run (ft.) 50 60 70 Length of Loop (in.) 80 90 100 120 140 160 _— r. 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 1' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 1Y' 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 1K' 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 _ 2%' 2.875 17 24 30 . 34 38 42 .45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42. 46 50 54 57 60 66 71 76 Loop Offset Change of Direction ,ter 312 MIN -IN ,rte , 0 Long Run of Pipe " Hanger or GuMe = Romw Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 'F 73' 80" 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4,14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "Se (psi) Note: Table based on Stress and Modulus of Elasticity at 120T Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10' psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT= . 807 S= 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: F= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100°F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Worlang Stress at 1007 (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central B1azeMasier CPVC pipe installed in 40'F given a mcodmum temperature change to 10077 Additionally, hour long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT =100'F - 40T AT = 60TF Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only .160 feet, two cal- culations will need to be made. . Length of run =160 feet with AT = 60'F From Table C, AL = 3.92 in Table F • Loop Length (70T to 150T) AT = 80°F Pipe Size Nom. Avg. DA 10 20 30 40 Length of Run (ff.) 50 60 70 Length of Loop (In.) 80 90 100 120 140 16D '•f 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 1 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 1Y 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 1Df 1.900 18 26 31 36 40 44 48 51 54 57 63 6B 72 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2Sf 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 Loop Offset Change of Direction ,ter 312 MIN -IN ,rte , 0 Long Run of Pipe " Hanger or GuMe = Romw Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 'F 73' 80" 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4,14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "Se (psi) Note: Table based on Stress and Modulus of Elasticity at 120T Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10' psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT= . 807 S= 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: F= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100°F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Worlang Stress at 1007 (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central B1azeMasier CPVC pipe installed in 40'F given a mcodmum temperature change to 10077 Additionally, hour long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT =100'F - 40T AT = 60TF Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only .160 feet, two cal- culations will need to be made. . Length of run =160 feet with AT = 60'F From Table C, AL = 3.92 in E'1_111 Support and Hanger Recommendations* Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not have rough or sharp edges which can come in contact nith the pipe. Do not use under sized hangers. Hangers with sufficient sizing shall be selected based on pipe size 6e;1 i" hangers for 1F' pipe). Pipe hangers must comply with the appropriate Standard, NFPA 12;, 13D, or 13R, whichever applies. Some local codes may not allow plastic to metal contact. In this case, plastic sleeves or viny electrical tape should be used to isolate the materials. Strapping pipe overly tight to a struc tural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger,.but is not pinched or crushed in any way. PLUMBERS TAPE OR I HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Model No. 22 (shown) Model No. 23 (shown) Pipe Bracing with Standard Band Hanger* Tolco, Inc. and Alcon make three hanger/restraining devices that are available foruse wit) Central B1azeMaster. The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as a restraining device. As a restraining device, invert the hanger so that the fastener is down- ward. Installation in this manner will prevent upward movement of the sprinl:ler head dur• ing activation. The Tolco Model No. 23, as shown left, or Afcon Model 510 can function as a hanger and a: a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hex head self -threading screw (furnished with the product) is easily installed using a recharge- able electric drill and a YV 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. Table L • Support Spacing "L" (ft.) CPVC SDR I3.5 Vertical Restraint Hanger/Support Spacing Because Central B1azeMaster pipe is more rigid than other types of plastic systems, the support spacing shown in Table L shall be adhered to when installing the system. For exposed installations, Listed support devices shall be used which mount the B1azeMaster piping direct! to the ceiling or side wall. When a sprinkler head activates, a significant reactive force is exerted on the pipe, especially at system pressures greater than 100 psi. The reactive iorce will cause the pipe to lift vertically if it is not properly secured, especially if the sprinkler drop is from a small diameter pipe. When a sprinlder drop is ]Tom a'°,1" or 1 " pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used to brace the pipe such as a standard band hanger positioning the threaded sup Port rod to %( inch above the pipe or using a split ring or a wrap-around hang er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. It i advisable to use lilt restraint devices such as the Tolco Model number 2 which prevents the threaded rod from coming in contact with the CPVC Table M • Support Spacing Distance with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) '!finch 4' 3' 1 inch 5' 4' I Y,, inch 6' 5' 1 Y inch 7' 7' AY, inch 7' 7' 'I.acal codes have final authority on which types of hanger can be used. pipe as shown to the left Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Tables N and N. 0 When piping is suspended from a deck, hangers are :squired to suspend the pipe as well as for vertical lift straint. One support can serve as both. Drop locations _tween supports are acceptable in any location as long as support spacing is in compliance with Table M. Examples of where this type of hanging is used include: concrete decks -,.-4th rod and ring hangers, "pan decks" on I beams with C - :%amps, or concrete anchors, and under wood joists with s_ aps or rod hangers. See Figure 0. Bar Joist U -Bolt Finished Ceiling Une Figure A Side view When the piping is supported by wood joists or trusses, the structure provides the support, especially when the joists are close together. The only requirement v.1th this type of construction is to provide vertical restraint and hangers are not required. When supporting AUC piping below the deck, and when the supporting members are spaced far apart, it is important to brace for upward restraint per Tables M and N. Drop location between supports are acceptable in any location as long as support spacing is in compliance with Tables M and N. Table N • Support Spacing to an End Line Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) V, inch 9' 6' 1 inch 1'0' 91 1Y. inch 1T 1'. 1Y inch 2' 1' AY, inch 2' 1' Finished Ceiling Une I/ f1g. U • Drop Ceiling Installation, Maximum Table M A B' (Reference Table M)' (Ret. Table N) E Any distance between sunoorts Fig. Q • Sprinkler Drop Pipe Adjacent to Truss Wood Frame Construction in manufactured homes, additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification ?V0 pips- or fitting mus! be supported near a sprinl•.ier head as shoe.. n in Tables Bi anti N.