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Miscellaneous - 94 PEACH TREE LANE 4/30/2018
,%EE LANE fl 7 o ood I . I/ s \,,2�-- t Location No. a Date PR 6 - TOWN OF NORTH ANDOVER Certificate of Occupancy $ 190'7 Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL Check # 2 Z 3 Q �)w►jvCz-x-5 sr�s -- 1 I 9 8 7 "^..... $ Building Inspector Location � i � — S'� 'FtA4..tA i rctz /-AFjt ` No:..'' Date 7--- TOWN OF NORTH ANDOVER A O C� • ; , Certificate of Occupancy $ SS Building/Frame /Frame Permit Fee $ s�cMust 9 e Foundation Permit Fee $ a Other Permit Fee $ TOTAL $ Check # R4.C:>-2) T) SA-t/S . - V fie/ 1 7 9 1 6 Building Inspector I- 17011-1 low 1.1 Property Address:). 1.2 Assure Mw and Pared Numbw. 9q (L6t-4 n Not Applicable 0 CS o887F7 781+ License Number L4, �,jAove, wia- o ts q;,�- Map Number Prod Number 13 Zoning hdbrnmaim: IA Property Dimensions: Expiration Data pl- S I'Alq kq 14 (2e st Jevp 7minji Dwid P-M-P-Owi use A6a(io 1ABUELDWGSETBACW(ft) NotAp*Alo 0 Front Yard SW Yard Rear Yard Roobstion Number Provide PWvj&d Pwvided A (J.ZT) as 1 0 -do' (FP-()) 1 -,)0, -pet-) is' I "I Wa 54) 13 B1oodZenoLdo zon optub RNA at je, MMM4 a on Ske DbPOSSI Synn 0 p.two pfivoo a SECTION 2 -:PROMItTY 6W- " — !.I ownof kc�� e'Ad �kj e,�k Rae A). &A&:tfa. Ma 6/RName (Print) Address for Service - 111 t'1 re -7 Si hmr TWO i. Tj Owner of Record:'Namprint Address for Service: 3.1 Licensed Nn�o Supervisor:M;C-N\O,e\ Lid Cousbulion. SUPWOisw. -7 7777W- (F79)3--)-7- OWI/o t ompany Nam Address Not Applicable 0 CS o887F7 License Number 7 Expiration Data NotAp*Alo 0 Roobstion Number NIN r 1W 4 1. �a I Wodoars odt'tosuram etfidasnt must be op ted and submitted.0ifit Ibis application.. Failure toprovide this affidavit will rook - -------- ------ - ------ New CM*Ucto I a 1 -9- Existing Building a) 0 Repair(a) Alterations(s) [I Addition 'D Accessory B14 13 Demolition 00 nOthaO Specify Brief Description of Proposed Work C& sicnm 6 - jisTRATED coNsTRUcTioN cwTs Item Estbnated Cost (Dollar) to be Metedby vmmit WLcmt Son MMMIU40,21 (a) 1�. pemlit Iviul 1. Building49h 2Elec4rical.(b) 61 C)C)O Ei4ibAk Total Cost of eio 6'. A 3 Plumbi. 0ob Penrfiit Jr.(0) -.(*) "S 2z. 4 II.A- . i_Z 4 hkthaiaical.MLAJC 1900 6 Total, SIR C,, -o hmkLXiQ�Xr tk4t,1737 _-:> SECTM.78 OWNER AUTHOOIZAT!`ON TO BECMUTED WHEN OW,NXRS AGIINT OR CONTRACTOR APPLE S FOR I SU"*6 P: i x" NMT 7 as Owner/Authorized Agent of subject property Hereby. -to act on My behaK m all mama relative to wmt authorized by this building pern5it application. SLoative. of Owner Date SEMOTC/b OWNEIVAUTHORMD AGENT DECLARATION as Owner/Authorizod Agent of sabject tY Hereby declare that the statements and infmmmfion on the foregoing application are mz and ac=ate, to the best of my knowledge and belief -3-0" Ca -a -w CA Print 14 Siva=E.of 2i �Imf Ihft BASEMMOORSLAB SIZE OF FI>OOR TAMMj INS 2f q&" X -g(51 3KO ZEE 012� SPAN l NVwcxx I)MMIONSOF-SILLS 7,T MENSIONSDEPOSTS '31/xl, 51 --cel Ica,1114 DDAENS10143 OF GMERS see ow HEIGHT OFFOUNDATION '7 It) THICKNESS /0", A&EqFFQOTING,` IL X MATERIALOF CHbMY M e IS BUILDING ON SOLID OR FILLED LAND 504 IS BUILDING CONNECTED TO NATURAL GAS UNE U W1 � e I � 1 6 J { { •` a '. -�� _ -... .... ai 1 � e I � I 6 J m m X m y m m � cn B o W ro '�7 v ~n y • r n ro d tz z CE Co n (� .0 -0 CD 2 z O C0 .yam a.O s. CL C C j' aCo y -p O O p CD a. Q O O c'� m CD CD CD C CD CO) av CO) CD v CA10 O � S. O CD O CCD 0 0 8 L_ 1� cn V J n O cn 9 O C N p Q fOA _dp t m y O c p m z y m c 3• �ror o y o -I p Wim' m S r24 CD co, O O y n W b5. yr _" !j a: o co jJ1 Z co CL=—! - 0 m y �. O C 1 aCD ' V o N O. C O W O. = H tQ ce V J y y O m co o •-�. r, cy oc 1-� p �. O ® O •1 :A y z coo 0? o m C/) a3 CD o ? 0 0 o 'v a � n c@ ca c o �o o cn 0 cn B o W ro '�7 o ~n T :� n ro z tz z n 74 •i tz y ny 8 C) O O y 0 0 c CD t c #At con It] v 0� 0 CD R fu -, fn =r 'CA m a L S, n m m 0 DW 13 M N Co 3 s 020 0 "4 m 3 w CO) m c m cr I CL m CA CL :3- a m U3 nM CL m a-1 Ln X n aj p .* c 0 0 m E E o< r m x CL co U3 a, m @ CL m E V m rE rl, 3 0 c f-* t c #At con It] v 0� 0 CD R 0 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 VeaXkQf.0 WC1 PHONE LOCATION: Assessors Map Number ?3,5kV 66D4SPARCEL SUBDIVISION ?tf"�Q,ee �i yy` V LOT (S) �7 _ STREET P(fc c 4g-ee L -on -e ST. NUMBER 9V *****************************************OFFICIAL USE ONLY******************************** AGENTS: CONSERVATION ADMINISTRA R DATE APPROVED 10�/ 4/ DATE REJECTED COMMENTS NOh - lu��sc�i c L9naI (�ti I TO PLANNER DATE APPROVED '- - U DATE REJECTED COMMENTS se -e< FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEP RECEIVED. BY BUILDING INSPECTOR DATE Revised 9197 jm MIN.- MB'rl .MAX. at m X cn ;p rn z Ln C) n (1) C:) --I ab . CD in S2 ;66 C) 00 > C3 a > 00♦ ig Z@ 2 z -i C) T 0 00 41' 2; cn C) C/) C CA 0 0 cl) r m M 5 0 m z Z C) 0 z 0 n :r ;D \Im C) ;0m co :r m > cn -< % ch 0 4 Z m ' z 14 0 V, F olio 4 > :zl 0 I+ 1"4 rn 00 s . .• '•• .tom � J' • h III / .� IIII r 1' y f , J � r f Date.................................. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that............................................................................................. has permission to perform................................................................................ wiring in the building of ................................................................................. at............................................................................... , North Andover, Mass. Fee..................... Lic. No.......... .................................... ............. ....... ELECTRICAL INSPECTOR Check # 111E UU1MV1UVV ►'I n yr iV&L�%-JUUJLM 1 DEPARTAlOffOFPUBLICSAFE77 Permit No. BOARDOFFME,,70NREGULA7Y0NSR77O R12 -M f 9, , oy�Occupancy &Fees Checked.,. APPLICATTONFORP A PERFORM ELECTRICALWO ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Dat `-/ Town of North Andover '\\% To the In pector of Wires: The undersigned applies for a permit to perfo the electrical work described below. Location (Street 8t Number)PegIrl Owner or Tenant N.A n Owner's Address ra3 i t u� ��' oO U&C— Is this, permit in conjunction with a building permit: Yes No (Check Appropriate Box)b'' �1 0 Purpose of Building N t \ `� Sl Utility Authorization No. Existing Service Amps�Volts Overhead Underground No. of Meters New Service S Amps) . b LRqO Volts Overhead 0 Underground No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work fij Aaz Ht614 ?b Cas az_ . No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting, Fixtures Swimming Pool Above Below ri Generators KVA ro ground No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total Total Pumps . Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW No. of Self Contained Detection/Sounding Devices Local Municipal Other No. of Dryers Heating Devices KW Connections No. of Water Heaters KW No. of No. of Signs Bailasis No. Hydro Massage Tubs No. of Motors Total HP OTHER- IrmnarneCovpr lr><mthetegtmarlaicof141GataalLaws IhmeaammLid)kkma=Fbfr.ymdu*gCznvk*OnemdomCoNw4peritsmbsurAWeq&aifft YES NO IharestftiWdv&pmdofsamebth Offm YES . ff}vuhmeedrdodYES,plea9eudc*lherype amWby PEUR NCE BOND OTHER 0 ftwe-*city) M l C? 0 WodcbStmt a lnspewmDoell4i led Fbugh X1,11 C.A' Fmg sgriedundFstirnatedVaileafEleemealWodc $ Ar, of v �A FiRMNAME 1 �� LimmNa Licat9ee S' LiaatseNo Bus=Td:Na `emsAltTUNa 22$ 6&; &?J OWI`WSP4SURANMWAIVER;IanawaethattheLiamdoesriothavethem.u=w%w, esitsmealegtrivantasmg*WbyMassad»setlsGalas(Laws arclMn ysgnmocn duspemit fplic abmwaimd icrequi mmt (Please check one) • Owner a Agent Telephone No. PERMIT FEE $ 7c� Signature ot Owner Or Agent Sa8 a/" X79 �: J North Andover Board of Assessors Public ACC ss Page 1 of 1 ;t'snx,. 'auto rx {^•' �� .red; Ti 1'snu�e.,y. € roperty Record Card Click Seal To Return Parcel ID :210/098.A-0128-0000.0 FY:2012 Community North Andover Search for Parcels Search for Sales Summary Residence Detached Structure Condo Commercial I LATEST SALE Sale Price: 825,000 Sale Date: 07/29/2005 A,- e i P tt, caiA (' .A • v_vri c_vAI rn II --t- PEACH TREE DEV, http://csc-fna.us/PROPAPP/display.do?linkld=1893860&town=NandoverPubAcc 5/18/2012 i co r- 0 O n 0 N OD r- 0 O O C- O (D O � � O D. m m 4 r( m Da � n m a ib A M m D n x m m m m N O N C/) ' (-y m; m; _. m' K m ;Dcn' to CD � C lD 0 0) X• � 0 0 m n I�l� lv 3I{0 (D n D' 0 .0 i� = •� = m _ n:� CD CD o =r 0:D WQ�� z' - -- N � o N mj � RcnimT M rn x nWi c W CD o _ N. I60cOjo!p�'!m v o 0 OO'V (n,NiN I. . N N 3 m Nn �,U)0 Xim .. y v, m fw' no m - r o cc1 �T0G) m I'I -i'C >C DIC 0I0 0 -- c n, � �', _ -n m m m o n CLC o r:i.. , W :3 Im Z N a 3 0 T -0O W,y clC �_: CD d I'I'I = �D .n O w mm 0 m �.. m C 3 *�_ .N _. �- �.. .. �Ul V11.71 -OCmCO;O Mi 00 i CO O _ o o, o co cn cn w j o co 00 A Z 61 07 N D� D C) cn oo n oo D` CL X90 o cn CD ��=`>Z CD, Z 3 cn 3 �M,v, Ni.Nia O)! 0) CL D'v 'CD N1�.. C V�7 OD -4 V' V OD of lA� �I co ch Z O �C (Q W x 0 -- -'v n CO 01 Lam" - 0 oo co m w w m ..: aD co 00 oo cn� Z W I rt x E EL ca co C CL m oD . cn Z _ o g Z W'r N O �` OM > > 3 H m D I r_ N N Z zj '�� "yam it•'3^S"• ? -•r, -'._. N N O O E u "4• t yv I G `. N (D > > CL CL -4 nl rnrn n, NM N N 0 0 0 Cl i co r- 0 O n 0 N OD r- 0 O O C- O (D O � � O D. m m 4 r( m Da � n m a ib A M m D n x m m m m N O N Cunningham Lindsey U.S., Inc. P.O. Box 703689 Dallas, TX 75370-3689 Telephone (888) 738-8714 Facsimile (214) 488-6766 CLCAT@CL-NA.COM March 20, 2015 TOWN OF NORTH ANDOVER BUILDING COMMISSIONER NORTH ANDOVER TOWN HALL 120 Main Street North Andover, MA 01845 Gunnin fih�am'`% l�Lindsey Claim Number: A033542751 Policy Number: 72221400002 Company Name: Arbella Mutual Insurance Company Date of Loss: 02/13/2015 Insured: RYAN DARRAH Property Location: 94 PEACHTREE LANE, NO ANDOVER, MA 01845 To Whom It May Concern: Claim has been made involving loss, damage, or destruction of the above captioned property, which may either exceed $1,000 or cause Massachusetts General Laws, Chapter 143, Section 6, to be applicable. If any notice under Massachusetts General Law, Chapter 139, Section 3B is appropriate, please direct it to the attention of the writer. Kindly include a reference to the captioned insured, location, date of loss and claim number. z►�vDate. �. ••••• ,4ORTH _ TOWN OF NORTH ANDOVER i PERMIT FOR GAS INSTALLATION This certifies that.. ..................... has permission for g stallation NC'�" ........ in the buildings of !- ,r o-! ..................... .... . at .... q"Fe. ............... I North Andover, Mass. Fee Q 77.. Lic. No:.I! q .... ........................ tt GAS INSPECTOR Check # 8215 J. Date'.0.11 . . .. . NORTH TOWN OF NORTH ANDOVER p PERMIT FOR PLUMBING This certifies that!.�� !.�.�.1!.P.................... Wit` has permission to perform V�!a. ��/Q r_C�....... ........ . plumbing in t . e buildings ofbN(Y....................... at ... 9 -L�....P. r. al e.. ........... . . No h Andov ass. Fee.3t0.W..Lic. Noq.�-.I+.. Mb �4� PLUMBING INS ECTOR Check (�Q 84'15 06. MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK MA DATE 11 PERMIT # lE OR 'PRINT ' CLEARLY JOBSITE ADDRESS tic: SYs✓�►t_ OWNER'S NAME E P C<FZ G LJ OWNER ADDRESS ' Z-VL'C_._ TEL G7X le alb' F OCCUPANCY TYPE COMMERCIAL El EDUCATIONAL © RESIDENTIAL( NEW: © RENOVATION: ® REPLACEMENT: PLANS SUBMITTED: YES NO©! FIXTURES 1 FLOOR- BSM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BATHTUB CROSS CONNECTION DEVICE DEDICATED SPECIAL WASTE SYSTEM DEDICATED GAS/OIL/SAND SYSTEM _ _ ^( _ ( 1 ( I I DEDICATED GREASE SYSTEM --J1 __ 1 J _=J DEDICATED GRAY WATER SYSTEM DEDICATED WATER RECYCLE SYSTEM DISHWASHER DRINKING FOUNTAIN FOOD DISPOSER FLOOR I AREA DRAIN -__JJJJ INTERCEPTOR INTERIOR i —— —J _! KITCHEN SINK LAVATORY I ROOF DRAIN =11 J SHOWER STALL —ji SERVICE I MOP SINK TOILET i—-Jplr!—�j_ -- URINAL I __—J .__ 1 _J J J J J J J _._—.J _.._l WASHING MACHINE CONNECTION WATER HEATER ALL TYPES ( } J i _-. J J ! WATER PIPING OTHER _ —_.J I _ _i—..._._J I INSURANCE COVERAGE: r�,, Ch. 142. YES NO I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL lel PF YOU CHECKED YES, PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY OTHER TYPE OF INDEMNITY Q BOND 0 OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER E-111 AGENT 0 SIGNATURE OF OWNER OR AGENT B hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under the permit issued for this application will be in mpliar}pe wit ail Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. C��-1// PLUMBER'S NAME LICENSE # SIGNATURE MPgL JP 0 CORPORATION FJ #PARTNERSHIP©#©LLC COMPANY NAME ADDRESS v v2 S B►1,G CITY O h II STATE ® ZIP t —� TEL FAX ��CELL EMAIL _ _ _ _ V II u 0 O Z c' •1 i The Commonwealth of Massachusetts Department ofIndustritl Accidents, Office of Investigations 600 Washington Street Boston, MA 02111 UV www.mass gov/dia 'workers' Compensations Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): V C/"` VX �C- L( h C S Address: �2-S10 City/State/Zip:. Phone # :S k 3 Y%(_(.SJ Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New. construction employees (full and/or part-time).* have hired the sub -contractors 2. KI am a sole proprietor or partner- listed on the attached sheet. t 7• ❑ Remodeling ship and'have no employees. These sub -contractors have 8. ❑ Demolition workingfor me in an capacity. workers' comp. insurance. Y P h'• 9. E] Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3. ❑ I am a homeowner doing all work right of exemption per MGL 11. ❑ Plumbing repairs or additions myself. Ido workers' comp. c. 152, § 1(4), and we have no 12. ❑ Roof repairs insurance required.] f employees. [No workers' comp. insurance required.] 13.❑Other *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. i Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new'affrdavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. lam an employer that is providing workers' compensation insurance for my employees. Below is the policy. and job site information. Insurance Company Policy # or Self -ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP. WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under tl:e pa' s a d penalties of perjury that the information provided above is true and correct - D , Phone #: Official use only. Do. not write in this area, to be completed, by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other - - - Contact Phone #: r re „n Information and Instructions Massachusetts General Laws chapter 152 requires.all employers to provide workers' compensation for their employees.;, Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire' express or implied, oral or. written." An employer` is defined as "an individual, partnership, association, corporation or other legal entity; or any two or more of the foregoing engaged in.a joint enterprise, and including the legal representatives of a deceased. employer, orthe receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who,resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on,such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced -acceptable evidence of compliance with the insurance'coverage required." ' Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political 'subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the -insurance requirements of this chapter have been presented to the contracting authority." Applicants i Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited'Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees otherthan the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have. employees, a policy,is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents fox confirmation of insurance coverage. Also be sure to sign and date the affidavit. The.affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents .I Should,you have any questions regarding the law or if you are required to obtain aworkers' compensation policyf please'call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the, affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)" A.copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Departments address; telephone and fax number: The GoxxMonweaxth of Massachusetts Department of Zndustrial.,A,ccidents Office of Investigations 600 Washington Street Boston, MA. 0.2111 TeJ, # 617-727-4900 ext 406 or 1-877rMASS.AFE Revised 5-26-05 Faze; # 617-727-7749 Ww#jUasS,89v1dia *jj MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM GAS FITTING WORK CITY GYZ z/Lr MA DATE IPERMIT# U JOBSITE ADDRESS OWNER'S NAME Q� g122� GOWNER ADDRESS VYl TEL�FAX TYPE OR OCCUPANCY TYPE COMMERCIAL EDUCATIONAL PRINT �] RESIDENTIAL CLEARLY NEW: Q RENOVATION: Q REPLACEMENT: PLANS SUBMITTED: YES Q NOD APPLIANCES Z FLOORS- BSM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BOILER BOOSTER CONVERSION BURNER I I I I 1 1 STI DIRECT VENT HEATER DRYER FIREPLACE FRYOLATOR FURNACE GENERATOR GRILLE INFRARED HEATER LABORATORY COCKS MAKEUP AIR UNIT OVEN POOL HEATER ROOM / SPACE HEATER ROOF TOP UNIT TEST UNIT HEATER UNVENTED ROOM HEATER WATER HEATER INSURANCE COVERAGE have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL. Ch.142 YES Q NO 1 IF YOU CHECKED YES, PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY &4 OTHER TYPE INDEMNITY © BOND 0 OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER © AGENT SIGNATURE OF OWNER OR AGENT 1 hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. n n 1,4 PLUMBER-GASFITTER NAMELICENSE # C7( SIGNATURE MP M MGF 0 JP ® JGF Q LPGI © CORPORATION Q# PARTNERSHIP F-33# LLC ®# COMPANY,NAME: 65 c ADDRESS . C __ ____ 2 �d _ U ►'1 t 0 2 CITY G h G STATE I1ZIP 10-2-1y0 TEL 715 Ll 3 l S FAX CELL ?P 115' 8 EMAIL r 1 ,J �1 Adllllllht�l��se -D cf [- 9`I Building Permit Check List Lot # Q Date 4-310q 1 Building Permit Application completely filled out a Signed by Construction Super v15 Signed by Peachtree .Represenative Square footage of house on permit []-"2 Form U signed off a DPW (check for sewer tic in) b Fire Department c Planning Department d Conservation (check for Nvetland bond, where applicable) 3 Growth Management Foran 4/Certified Plot Plan as built foundation plan required for construction permit Copy of Construction Supervisor's License (� 6 Workman's Comp Affidavit 7 2 Copies of Building plans ® include a copy of the sprinkler plans rj ble) L'Vj 9 Copy of the Mascheck (energy audit) 10 Copy of the Form J r] 1 I Check for Permit a Foundation Permit b Building Permit o ------��—�r � | ' � TION sok Tr. no: 88997 0 The Commonwealth of Massach9etts Department of Industrial Accidents L4 /7 Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name ri-e NVOj Please Print I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ® 1 am an employer providing /Jw/o�rkerss'\c�oomV.0 /pnenrsationn�ff o,�r/►m,,ylemplo1ye1es working on this job. r`mmnnnv nnmp- P -t' a l ` ►. 1 4`C'C 1 Jt' V . I /'J {� / �U Y f I LJ- e Address City Q� ` l �' ` `� Phone #: Insurance. Co. Tl�iye Policy # Company name: Meidbo)ni l� l _ t/P%2✓�rY1 1 ��� Address Hon City -fPJ, dVPf-, LJO: Q l 0 ' 1 Phone #: Insurance Co_ i-4 �,ikv / - t u �Q a / Policy # _ y _ 1.,� 5 ' 31 U -J_3"7 / `76-- 6-Z� Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to $1,500.00 and/or one years' imprisonment -as well_as_ci%iI.penafties-in-theinrm.o fa STOP WORK ORDFR_and a fine.of.(.$100.D0)_a.day against.me_ I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perj that the information provided above is true and correct. Signature Date ( 6 N Print name �C tri - i—r0.Ql SO n Phone # �J'- 3aq-4?59 0 Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensing Building Dept ❑Check if immediate response is required 0 Licensing Board Ej Selectman's Office Contact person: Phone #: ❑ Health Department F -i Other tt ((J q I;ei ck+iw- 10'.Je GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as requested below. wtenA19y ircc4-her Permit Applicant Property address Map / Parcel 078) 3a7 selo `e3 Applicant's Phone Number Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit. Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above ]at and the work as applied for on the above lot, in thebuilding. permit application and associated attachments, complies with one or more ofthe following sections as indicated by a check mark . This is an application for a building permit for the enlargement, restoration or reconstruction of a dwelling in existence as of the effective date of this bylaw, provided that no additional residential unit is created The lot(s) was / were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 ofthe Zoning Bylaw. This application is for dwelling emits for low and or moderate income families or individuals, where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents, where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land. For purposes of this section "senior" shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40 %permanent reduction in density (buildable lots) below the density permitted under zoning and feasible given the environmental conditions of the trail, with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland. The land to be preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction, dedication to the Town, or other similar mechanism approved bythe planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a onetime exemption from the Planned Growth Rate and Development Scheduling provisions for thepurpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit ( all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Development Schedule does not accommodate issuing a building permit in that year. One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits. Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS: BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTI WHICH DOES NOT COMPLY, WHETHER DONE TO MY KNOWLEDGE OR NOT IS G OR REFUS Y BUILDING DEPARTMENT TO ISSUE A BUILDING PERMIT. 1.6y APPL SIGNATLOfrE DATE THIS FORM TO BE ATTACHED TO THE BUILDING PERMIT APPLICATION FORM J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town ok North Andover. Essex County. Massachusetts. hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds, Book 7827, Page 143; or registered in Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book: , Page ; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special 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 Rea, stry District, Plan Book and said lots are hereby released from the restrictions as to sale and building specified thereon. ID Lots designated on said Plan as follo-\vv: (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 20, inclusive_ on Peachtree Lane do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan _Peachtree Farm in North Andover_ Massachusetts". VIV SWIS = Kk "c Reaistered Land Surveyor R 1 of 2 { 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 Biqa Kahuna Pro»erties LLC of the City/Town of North Andover, Essex County. Massachusetts recorded with the Essex North District Registry of Deeds, Book 7527, Page 1 X13, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Book Page ac.knowledaes satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 10 through 20, inclusive, Peachtree Lane EXEi CUTED as a sealed instrument this f day, n F X/fnv '_>,')na Majority of the Planning Board of the Town of North Andover CO'MMONWEALTrn OF MASSACHIUSEE T T S County of Essex, ss On this I'' clay of May, 2004, before me, the undersigned notary public, personally appeared -(brr A v) �-St �_ � , proved to me through satisfactory evidence of identification.; \,Ajh.icll is ` �,r} ��, .�� (�r, ,,� (,��� � � ti-� 1 1 to be the person whose name is signed on the preceding or attached document. and acknowledged to me that he sianed it voluntarily for its stated purpose, as member(s) of the Planning Board of the Town of North Andover, Massachusetts, G -,Y viW, �3 :k0?71 i78.2;. NOTARY PUBLIC ->,,,,F My Commission Expires: 2 of 2 ESSEX NORTH LAWRENCE, M.AE A TRUE COPY: X RFGI,STER OF r FROM ® (WED) JAN 21 2004 6®:23/ST. 6:18/No. 6802897118 P 4 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoltware Version 3.5 Release Id Data filename- K:1Laudani\Pcachtrcc\HouscD\housed.rck PROJECT TITLE: House "D" CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 01/21/04 DATE OF PLANS: 4-10-03 PROTECT DESCRIPTION - Peachtree Farm DESIGNER/CONTRACTOR: Peachtree Development LLc. COMPLIANCE: Passes Maximum UA — 549 Your Home UA _ 548 0.2% T3ettcr Than Code (UA Furnace 1: Forced Hot Au, 80 AFUE COMPLTANCF. STATEML"•NT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release td (formerly MECehecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicablc Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and 14.4. Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1468 30.0 0.0 51 Ceiling 2: Cathedral Ceiling (no attic) 521 30.0 0.0 is Skylight 1: Wood Framc:Double Pane with Low -E 6 0;420 3 Wall 1: Wood Frame, 10" ox. 2998 11.0 0.0 229 Window 1: Wood Frame:Doubie Pane with Low -E 323 0:320 103 Door l: Solid 42 0.180 8 Door 2: Glass 62 0340 21 Floor 1: All -Wood JoisttTruss:Over Unconditioned Space 2457 19.0 0.0 115 Furnace 1: Forced Hot Au, 80 AFUE COMPLTANCF. STATEML"•NT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release td (formerly MECehecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicablc Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and 14.4. FROM (WED)JAN 21 2004 6' 3/ST. 6:18/No.6802897118 P 5 ,i� , 0 -T , � 0 Ruilder/nesvr /�" nate �' �� AFFIDAVIT 1, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1 _ 1 represent Kenneth W_ Rea, owner of a certain parcel of land located on Rea Street, North Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/plan number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of the above stated instrument/plan. 3. Authorization is hereby given that Gerry -Lynn Darcy, andfor Peach Tree Development LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters relative to a certain Building permit(s) issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this day of J e 20103. S TT L MA SE scZau...10aau dTn:cn nn 9i un r, r ,� ve �' '-� y ,�� P �>', �,: A.1, M� � �; +-� 1 •. i y, �.' i G'i . .. _.�. A ,, � .C. �., . .t r �� r F. {{ �4 t� T s ` +Y j }' -'r�+ _ ., i r� r 4 ! �� a �+ . �sd ,4 q�*#yS -- ^Yy? � - Y i � � � �� �.s .r - .. �A `` � . �.i% Fj 1 � y+a S *� � r� � _ _ _ � p �+. ... � - �- �-'t x p .. 1. f'� � f �F� ��• ��,, � `y l i' ,' •'i ..� � ,7 _ -r, � cif � p f t - k'ti � �.� ..,r + ,}} pp.•' ' '1 t'. . ` �_ i ��'�' �'i l f O m Town of North Andover Building Department °•E° �'� ,SSICHU`E4 . 400 Osgood Street North Andover MA 01845 978-688-9545 Fax 978-688-9542 APPLICATION .FOR CERTIFICATE OF OCCUPANCYIINSPECTION ADDRESS/LOCATION OF PROPERTY: DATE REQUESTED FILED/READY FOR INSPECTION ` s .CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE -INSPECTION FEE OF. TWENTY, DOLLARD $20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. (A ROUTING %� or ` fi D.P.W. WATER METER ��-�''S �� DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. Lb A�NATURE/DPW AUTHO IZATION APPLICATION CERTIFICATO OF OCCUPANCY revised 11.15.2004 I Iwo I. � � .. a .. Kg�..•..kw,l � .iti '. t i' � a . ' 1��` I f I III I I I . 1 ✓{Icc.I 1h I , I I 1 m m M X m mm _v, y C CA d CA CM) CD Z y CD C'. d o a o d 0 CD C2 CDCL PEP O Q .0 d CD CD O C A y. o. v y -• o C Cie o CD 'O CD o a O 0 m t s 3 9' �� z 0 r g v, MCk. a\ El z O F -OP JIM ( UJMYlULY rrEAMLt.t n fJr irirla.xit.civ u.A i L3 �•••w �-� � �� DEPARMENTOFPUBMSAFETY Permit No. \5-7, G B0ARD0FFIREhM'FM0NREGDIAT70MR7aRn-W rj 9,11, 01. Occupancy & Fees Checked PLICATION FQR PEkmrr TO PERFORM ELECMCdU WO ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) . Dat L/ Town of North Andover To 111e Yn pector of Wires: The undersigned applies for a permit to perfonn4he Location (Street & Number) Owner or Tenant Owner's Address h U l Is this permit in conjunction with a building permit: Pu ase of Building N� electrical work described ®Yes No rp Existing Service '�� Amps Y- Volts, �= New Service _ . Arnpsl b y0 Volts r. 1,19 k, (Check Appropriate Box) ab', V 0 Utility Authorization No. Overhead -^r. `•Underground w, No -,qf Meters Overhead M3 Underground ® No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work 110 1W ate -fes i�p O -P-- No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting. Fixtures Swimming Pool' Above Below Generators KVA ground ground ��. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units of switch Outlets • No. of des Burners FIRE ALARMS No. of Zones o. of Ranges No. of Air Cond. Total �o. Disposals No. of Heat Tons Total Total No. of Detection and of ' Pumps . Tons KW Initiating Devices No. of Sounding Devices o. of Dishwashers Space Area Heating KW No. of Self Contained { Detection/Sounding Devices Local �""� Municipal a Other '' No. of Dryers ' Heating Devices KW u Connections No. of W Heaters KW No. of No. of s igns Bailasis FN—o- Hydro Massage Tubs No. of Motors Total HP OTHER- - ' ]tmtraneeCo�'dge Ptsa�atitothetec}ricerna�tsof'N1�adi�ttaGatetallavus -Iha�eaamertI�ab�7dyhmaanePo icyir 0or►lple� aitssvbAaritialequivalaY YES. ® NO . a :IhaNeahmiobdva6dp[Ud0fS3=1Dd e0lim; YES Ifyouharedr ledYES,piea9enic*dietypec fwcnpby >rrvRArxBoren "- orll-mt a �lea9esp�y) t - 1 (:t} dl 1 G A � 4irnakdVAzofE bcuieal Wade $ WO[k!D& t kgec6MD.*Rec�d Roitgfl Fmg FMNAME�ro�.A,� . OLA ��! l N � L�oenseNa et>sae L;o� An7N2 la _ _ I. XIMNo Busk=TdNa 3 1 AxTdNa 9 �'NNEit'SINS'[JRAI�WANFR;Iamawaethatthelioarsedtxsrtothavetheinsaxloeoo�eageerilsa�b9arialecltrivalant�tec}utadbyM�sad><�ltsGalaalLaws andthatmyagnammcn.Mpwri ffkm*alwaresmregtmernat (Please check one) Owner Agent C� (� Telephone No. PERMIT FEE $ a �. signature of 13WREF-87119g'ent rr _. .s .• 1� SII 57 ------------- O i 7,2- ,Z. .. -71 AV Date.... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ....................................:..........:.......:�.............................. has permission to pe o wirm in the building o ...... .......... A/ . .......... ... ... ........ ......... nd Mass! at ............. ...... 4 ...... . �.. VorthA ever ................ Fee .......... Lic. No. .� . ... ........... 4.. ELECTRICAL INSPECTOR Check# 5 7L`> 1 I, Commonwrealth of Massaehu efts official Use orrl Permit No. Department of dire Serv•�es ' Occupancy and Fee Checked t �r ' BOARD OF FIRE PREVENTION R GULATIONS [Rev. 11/991 (leave blank APPLICATION FOR PERMI TO PERFORM ELECTRICAL WORK All work to be performed in accordance wi h the Massachusetts Electrical Code (MEC), 527 MR 12.00 (PLEASE PRINT IN INK OR EA TMwzo ate: City or Town o : the Inspector of Wires: By this application the undersi e givea'tjotice o itis Jr her intention jq perform the electyycal wprk described below_ Location (Street & N e Owner or Tenant Owner's Address Telephone No Is this permit in conjunction with a building permit - ,. Yes..❑ . No (Check Appropriate Box) Purpose of Building Utility ATithorization No. Exi&dng Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Completion of the followin table maybe waived by the Inspector of Wires. No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ElIn- ❑ rnd. rnd. o. o Emergency ig ing Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. o Detection and initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers Heat Pump Number Tons KW No. of Self -Contained Totals: Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: No. of Devices or E uivalent No. of WaterKms, No. of No. of Data Wiring: Heaters Signs Ballasts No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: - Attach additional detail r/'desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under thepains andpenalties ofperjury, that the information on this application is true and complete. FIRM NAME: ADT Security Services I r I (" LIC. NO.: 1 5 q �C Licensee: John S. Bassett Signature 4 - "J1,, �i LIC. NO.:_1533C (Ifapplicable, enter "exempt" in the license number line•) / Bus. Tel. No.: 6O359-4 � 5978 Address: I Alt. Tel..No.: OWNER'S LNTSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner. ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ Ttp Location /-7t -J No. y� -�%, % Date —� f a Check # TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ fp0 °'d 1 841 U Building InspMor Loc"n No. 11 13c-5..4,1 Date j0ItTh TOWN OF NORTH ANDOVER Certificate of Occupancy $ CH Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ `6 Check: # 1;1131r- 8 ri ii m m mi m m x cn m m Ir 7 - Lti I. cn cn n 0 z 9 H 0 9. 0 "W4 cn H c 9 0 C2 Ix 100 r —.. CA -0 CM CD 410 jj Z 0) CO% CL Cl 0 O Cos bt CW -J CD o.� O 1 x cr to CD =r --I CD CD C CD C'o CL CD CA CD Go 'C CD z O CD co Lti I. cn cn n 0 z 9 H 0 9. 0 "W4 cn H c 9 0 Ix 100 ro gw 0 ro n F O 0 r- bt -'m O 1 x 0 m m m m CA m m y d C � — d -v'o 0 CD ,%Z y CLO M. C2 C CL y a o d ovCD CDCL o r•M Q CD O O C CP y� -� CD CL v y co CD � v CO)CDz O a s' O CD C E" =Mao m = EL- � mcm H d �g�c 3 =r -c -•! O m p H IE O W= m m sa=�mp Z: n0 moo•: ? ce 1 R0 CL ^'�'� • m H � O m CL hcr� Cl CL i C W_ Gm y a m� • N 'O m Km cn(nM mow Poo PzPoo - o o � o z 0 M • O y 0 44 CL �. c ? CL C 'O H a� v . o p -m m 'fl c ,CD • ,q !a Z CO) 44 CL �. c ? CL C '"0 H a� v . o ca o '. CD d� CD. CD o c C` ac C y_ CO CD S v ~• CSD z . O CD C Cp cn n 0 c cn cn ° ? !rl ° c z 0 Nww A s a t Y7 f a 7 PROJECT 204102 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 Re sources Ltd 152 Portsmouth Ave. Stratham, .NH 03885 H Y D R A.0 L I.0 C A L U L A T I O:N S C 0 V E R. S H E T 94 Peachtree Lane N. Andover, Ma NEPA-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 0 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 N Peachtree Lane N. Andover, .Ma NFPA-13;..D 2rhead sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: ] TEST AREA 1 "[ ] TEST AREA.2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity . Normal 21 4.20 4.00 18.00 18.37 0.00 18.37 22 4.20 4.00 18.15 18.68 0.00 18.68 THE'SPRINKLER SYSTEM FLOW IS - 36.15 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm ['] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT._FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF'. PT. 1 <--- STATIC PRESSURE 94.00 psi RESIDUAL PRESSURE 36.00.psi AT 995.00 gpm TOTAL SYSTEM FLOW 56.15 gpm AVAILABLE PRESSURE 93.72 psi AT 56.15 gpm OPERATING PRESSURE 56.17 psi AT 56.15 gpm PRESSUREREMAINING 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 Ltd §4 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 lli) Pt Pt DIFF .. i 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. DATER SUPPLY/DEMAND GRAPH ; 94 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test 1250.00 140.00 130.00 120:OQ P 110.00 . R ` 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supply: 36.00 psi 995.00 gpm FLOW an emand: 5G. 17 p i @9 56.15 gpm �� �iM�l• - s e � t ... 4y e " vrKl tk1 '�� �k4 ? ty 4{� ',; u 1 1' 4i t GQ Fire & Buiiding Products..- EENTRAL Customer Service/Sales: 215 / Technical 5ervices:;Te1: (800) 381-9312/ Fax: (800) 791-5500 Tel: ( ) 362-0700 (800) 523-6512 Fax: (215) 362-5385 SorI LFII Residential Flush Pendent Sprinklers 4.2 K -factor standards of any other authorities hav- Genera/ ing jurisdiction. Failure to do so may DeSction impair.the integrity of. these devices. rip The owner is responsible for maintain - The Series LFII (TY2284) Residential ing their fire protection system and de - Flush Pendent Sprinklers are decora- vices in proper operating condition. tive; fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in residen- . manufacturer should be contacted tial occupancies such as homes, relative to any questions. 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 1314; or, wet pipe sprinkler sys- tems for the residential portions of any occupancy per NFPA 13., The Series LFII (TY2284) has a 4.2. (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The flush design of the Series. LFII (TY2284) features a separable es- cutcheon providing 3/8 Inch (9,5 mm) vertical adjustment. This adjustment reduces the accuracy to which the pipe drops to the sprinklers must be cut to help' assure a perfect fit installation. The Series •LFII (TY2284) has been designed with heat sensitivity and Water distribution .characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY2284) Residential Flush Pendent Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association; in addition to the 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/psil/2 (60,5 LPM/barl/2) Temperature Rating: 1620F/72°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 i of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFlI (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 crate - ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design -The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the .maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For "systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpmisq. 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 tL 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 N and Minimum Flow (b) and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing. For Horizontal Ceiling For Sloped Ceiling (Max..8 Inch Rise for 12 inch Run) Area (0i Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Three sprinkler design when there are more Ft. x FL (m) for 12 InchAun) for 12 Inch Run) than two sprinklers Va dompartment (m x in) - 162"F/72"C 162"17/72-C 162°F/72°C 12 x 12 12 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 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) lax 16 16 14 GPM (53,0 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,9 x 4,9) 1 (4,9) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77.bar) lax 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 flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFlI (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 crate - ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design -The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the .maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For "systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpmisq. 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 tL 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 3/32" (2,4 mm) TYR FACE OF DO NOT SPRINKLER OVER -TIGHTEN r_ FITTING l� 1 #4948 29/3213/16' WRENCH 8 SOCKET (23,0+,4,6 mm) COMBINATION WRENCH CEILING LEVEL MOUNTING TOLERANCE #4947 DRIVE SURFACE LIMIT SOCKET SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2' (50 mm) DIA: I I 29/3213/16' l_ 1 2-1/4' (23.0*0 mm) O (57,2 mm) HEAT -F-- COLLECTOR 2-15/16' (75 mm) DIA. B 1/2' NPT f- -� 7/16'(11,1 mm) NOMINAL MAKE -IN 9/16' (14,2 mm) l_ 1 15/16'.(23,6 mm) v� O DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Page 3 of 8 WRENCH RECESS #4948 WRENCH 8 SOCKET COMBINATION WRENCH ACCEPTS 3/8' SOCKET #4947 DRIVE \ SOCKET FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINATION r Page 4 of 8 A QPOSInON 10 H Bz 2- 9? E E m M N N' � N 0 TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2'(50,8 mm) FIGURE 4 SPRINKLER POSIT/ON1NG UNDER PRIMARY BEANS` (Refer to the "Beam Ceiling Design Criteria" section) mum depth of 14 inches and the maxi- murn width is unlimited :The cross -sec- tional -shape of the primary beam may be rectangular to circular. Secondary Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 5A) are to be 3 ft. - 4 in. to 6 ft, from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 5B). .NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as,described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 5C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 5C). Lintels. Lintels over doorways exiting the compartment must be.present.The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. TFP420 Sprinkler Types. Series LFII (TY2284), 162F, Flush Pendent Resi- dential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The bottom of -heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Fig. 4A). The vertical centerline of the Series LFII (TY2284) Flush Pendent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the pri- mary beam (Fig 4B). NOTES Core drilling of beams to allow the fnstallatlon 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- filed 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 ALLFIGURES: A DISTANCES ARE MEASUREDTO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0' (6,1 m) Page 5 of 8 14'(356 mm) MAXIMUM A- 3'-4' lo'6'-0' (1,010 1,8 m) FOR PRIMARY BEAMS HAV ING A 14' (356 mm) MAXIMUM �\X:DEPTH 20'-0' (6,1 m) _ MAXIMUM A = 3'-4' to G-0' (1,0 to 1,8m) FOR PRIMARY BEAMS HAV- SECONDARY AVSECONDARY B ING A 14'(356 mm) MAXIMUM BEAM DEPTH B=20'-0' (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0' (6.1 m) COMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0' (6,1 m) A--�� —A-- —A— ] C A= 74' to 6'-W (1.0 to 1.8 m) FOR PRIMARY BEAMS HAV INGA 14' (356 mm) MAXIMUM SECONDARY r C DEPTH BEAM C = 3'-4' (14m) MINIMUM FOR IF SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY —or— BEAM C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF * REFER TO PRIMARY BEAMS FIGURE 5B COMPARTMENT FOR SPANS WALK EXCEEDING %e::i:a•:..::>•.::•:.:>;.:t.• 20'-W (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 5 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) TFP420 Page 7 of 8 spection, testing, and maintenance of their fire protection system and de- : LIMIted . Ordering vices in, compliance with this cable merit, as well as with the applicable {I4Narrauf y Procedure . standards of the.National Fire Protec- tion Association (e.g., NFPA 25),' in Products manufactured by Tyco Fire When placing an order,.indicate the full addition to the standards of any other Products are warranted solely .to the product name. Contact your local dis- authorities having jurisdiction. The in. original Buyer for ten (10) years tributor for availability.. stalling contractor or sprinkler manu- against defects in material and work- . Sprinkler Assembly facturer should be contacted relative to manship when paid for and. properly any questions. installed and maintained under normal Series LFII (TY2264), K=4.2, Residen- use and service. This warranty will ex- tial Flush. Pendent Sprinkler without NOTE pire ten (10) years from date of ship- Escutcheon and having a (specify) The owner must assure that the sprin- ment by Tyco Fire Products. No war- finish, P/N (specify). klers are not used for hanging of any ranty. is given for products or objects and that the sprinklers are only components manufactured by compa- chrome .................. 51-123-0-162 cleaned by means of gently dusting nies not affiliated by ownership with white .................... 51-123-4-162 Black 51-123-6-162 with a feather duster; otherwise, non- Tyco Fire Products or for products and .................... . operation in the event of a fire orinad- components which have been subject Escutcheon: vertent operation may resu/i to misuse, improper installation, corro- It is recommended. that automatic sion, or which have not been installed, maintained, modified or repaired in ac- Escutcheon for Series LFII (TY2284), K=4.2, Residential Flush Pendent sprinkler systems be inspected, 'tested, and maintained by a qualified cordance with applicable Standards of Sprinkler with (specify) finish, P/N Inspection Service. the National Fire Protection Associa- (specify). tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- chrome .................. 56-123-9-001 white 56-1231-001 by Tyco rials found co Fire Products to be .................... Black .................... 56-123-6-001 defective shall be either repaired or replaced, at Tyco Fire Products' sole Accessories: option. Tyco Fire Products neither as - sumes, nor authorizes any person to Socket Series LFIITY2284 ket for SResi- ( ) assume for it, any other obligation in dential;Flush Pendent Sprinkler, P/N connection with the sale of products or 56-000-4-947. parts of products. Tyco Fire Products Wrench & Socket for Series LFII Shall not be responsible for sprinkler (TY2284) Residential Flush Pendent system design errors or inaccurate or, Sprinkler, PM 56-000-4.948. incomplete information supplied by Buyer or Buyer's representatives. Protective Ca Removal Tool'for Se - ries LFII (TY2284) Residential Flush IN NO EVENT SHALL TYCO FIRE Pendent Sprinkler, P/N 56-000-4-300. PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE. IN LIEU. OF ANY- ANDA r OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY ITY AND Fm NESS FOR A PARTICULAR PUR- pDSE. i. a Page 6 of 6 TFP42O 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 112 inch NPT sprinkler joint should be obtained with a ,torque of 7 to 14.ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler Inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate, by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. . Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 29132_ 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 & 'Sockef 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 lime to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the_ fire protection system which it controls, permission to shut down the affected bre 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- Iation..Sprinklers damaged by drop- ping, striking, wrench twist(slippage, or the like, must be replaced. The owner is responsible for the in- series 909 d for high _ Pre ��.Sizes3%a" -2" capacifyreiief" Reduced ssure . To prevent back -siphonage. and.backpressure of con- Patent 14 laminated water into 4, f 144- U Oct,e rrk" mg water Suppf y, when installed at each high hazard cross -connection. 90.9QT-S Use Series 909 for backflow protection in cross-connec- C tion_ control and.containment at the service entrance. The -E 909 high capacity relief incorporates the "air-in/water-out" G principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined .back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient Note: The installation of a drain line recommended. When installing a seated, bronze ball valve shut -offs No. 909QT. Sizes 3/4" drain line, and air gap in necessary (see page 5). and 1" have Tee handle shut -offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS -CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C - with strainer clean and check 3A" and 1" only 1 4Y4 Suffix Capacity QT - with quarter -turn, full port, resilient seated ball valve shirt -offs S -With bronze strainer As compiled from documented Foundation for Cross -Connection Control and Hydraulic HW - with stainless steel check modules for hot water and harsh water conditions Research at the university of southern California iab tests. 'Typical maximum mechanicallirrigalion system flow rale (7.5 feet per second) PC - with internal Polymer Coating 22% LF - without shut-off valves 16 Prefix U - with integral body unions (1a" and 1" only) 0412 FAE - with flanged adapter ends.(1'/4",11h", 2" only) M8 Features 4 Quarter -turn ball valve shut offs ® Replaceable bronze seats u Desi ned crop F PtJi pressure g p p (Nodular design 5 75 10 15 20 Ps • Simple and economical service • No special tools required for 11, snta • High capacity relief protection servicing 20 Against combined back -siphonage/ a15 backpressure backflow to 10 Standards (see page 3) IL 5 Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and p � GPM water temperatures up to.140'F continuous and 180°F in- 5 75 10 15 20 FPS termittent..Suffix HW stainless steel check modules suit- 20 1 '/4" 909M1 - able for supply pressure up to 175 psi and water tempera- ture up to 210'F for harsh water conditions. 015 Connections a 10 3/4" -,1 9090T has NPT female threaded body connections. 5 . 11/4'1- 2" 909QTM1 has NPT male threaded body connections. Dimensions -Weights (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM Size Dimension (i cher). Wil .(lbs.) 5 75 10 15 20 FPS inches A B C D -E F G H w/o strainer. 20 �/4 21% 1 IN Ni. . 4 1 4Y4 111/, 63'4 37A 15% 14 1 22% 173/4 75/iB 4 4'/4 13 7 37A 17Y2 15 15 1Y4 25Ys' 20% 103/e 5 6Y4 14 7% 51/ 42Y4 40 1'/a 27Y1e 213/4 103A 5 6%, 15 7'% 5'/4 44 40 a 10 2 30Y44 '23% 103/e 5 65/a 16 7A4 51/4 4714 . 40 5 g For more information, send for ES -909S 0 20 . (515 a10 5 0 10 20 30 40 50 60 70 80 90 100 GPM 5 75 1n 15 FPS 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS VSR-SF IDOPOTTER FOR SMALL PIPE AL ANE TYPE WATERFLOW ARM.SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal, & Mfg:, LTD. 2,081 Craig Road* St. Louis, MO 63146-4161 55 Glen Cameron. Road (314)878-4321- (800) 325=3936 r i Thornhill, Ontario, Canada L3T 1 P. wWw.pottersignal.com (905) 882-1833 Stock, No.1113000 U.S..PAT. No. 3921989, ' CANADIAN PAT. NO: 1009680 OTHER PATENTS PENDING. UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes- 10, 1 1/4", 1" 1/2" and 2" Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPUC and one for 1 1/2" polybutylene. (CTS -Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • NEMA 4/IP55 rated enclosure -use with appropriate conduit fitting. •Temperature range: 40° F to 120° F (4.5° C to 49° C) Caution: This device is not intended for applications in explosive environments. Service .Use: Automatic Sprinkler. NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a vane type waterflow. switch for use on waterflow. wet sprinkler systems that use 1", 1 1/4", 1 1/2" or 2" pipe size. The unit may also be used as a sectional waterflow, The vane must not rub the inside of the TEE or bind in any detector on large systems. way. The stem should move freely when operated by hand. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pnbumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to over- come the selected retard period. INSTALLATION: 'These devices may be mounted in horizon- tal or vertical pipe. On horizontal pipe they should be installed on the -top side of the pipe where they will be accessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non -corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of The device can also be used in copper or plastic pipe installa- tions with the proper adapters -so 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. 4000003 - REV M PAGE 1 OF 2 MFG. 15400802 - 2/97 FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL . CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. Thewire must be severed, thereby providing supervl= sion of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 3 PIG. ;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' tD 2 1/2' 1 8 20-40 (SOmm to 65mm) (33mm i2mm) 3' to 8' (80min tD 2DOmm) (50mm t2mm) DIRECTION OF WATERFLOW I DWG. #761-30 VSRW. . VANE TYPE WATERFLOW SWITCH WITH RETARD DQ NOT LEAVE COVER OFF FOR .:EXTENDED PERIOD OF TIME TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER STYLE B (CLASS B) END -OF -UNE RESISTOR CKT. OR BATTERY POWERED (SEE 'NOTE) OPEN ON ALAR CLOSE ON OPEN M ON CLOSE ON ALARM ALARM EOL RESISTOR SIGNALING DEVICE TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 5OFT.—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 A 10-25 1 8 20-40 CD 35-55 SD -70 E 60-90 SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION FROM OPEN ON CLOSE ON TO ADD'L } ALARM ALARM DEVICES OPEN ON 1�/�J�CLOSE ON CONTROL OR RETURN ALARM �+/ ALARM PANEL TO CONTROL NOTE: FOR SUPERVISED CIRCUITS SEE -SWITCH TERMINAL CONNECTIONS - DRAWING AND CAUTION NOTE (FIG. 1). y DWG. 1761-15 NOTES: 1. The Model VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is 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 CompanyPotter Electric Signal Mfg., LTD. 2b81 Craig Road • P.O. Boz 28480.. 55 Glen Cameron Road, St. Louis, M0.63146-4.161 Thornhill, Ontario,.Canada L3T 1P2 (314) 878-4321 • (800).325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone 'Electronic Signals offer achoice 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 V17PAIANSVISO temporal pattern for standard emergency evacu- . ation signaling. Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce. power consumption and wiring costs. Low cost installation via'standard electrical boxes. Attractive flush or surface mounting options available. Model MT -24 -LSM (strobe/horn shown) PRINTED IN USA MKT. 988S0002- REV A PAGE.1 OF 2 11/95 dBA and CurrentRatings Model MT 12/24' MT -24 -LSM (Horn) (StrobelHom) Stock No. 1610914 Stock No. 1610915 Tone Amps TypicalAmps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.368 99 93 Bell 0.014 0.012 92 87 D.379 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code -3 Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3.Tone 0.028 0.017 95 9D 0.393. 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 HVLo 0.020 0.014 93 88 0:385 0.379 93 88 PRINTED IN USA MKT. 988S0002- REV A PAGE.1 OF 2 11/95 OF bi.;'. moo• iY „• r�,,� 11.16, 14 fN.• ,` Pll,k S/t'• y�JO°i�: •''•'r'i •Y}C�i:r y'r ,�• .•� •• �• �0 •r• .!'••)j} � vr(,i :; ••owe';': `�O• Do •o t.m ,,,,y, r:i:"f p`:: oaa';, ;:.�p gyp. oo pa lt 16. <4 Y; •Y cw bq'`�},Ja{p�vgq' SIT '• 0 0 1 ;sP o' �r .G•:. •'%O .4 t o . moo• k '' •,+;'•a•:•.i; aV �•♦� �C 'I��o:�.• • :'ry'f.,'i�• .•RI.' 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GO .•' .• •C fa O "• I: K1 • •fT •. • , ` Sr ' ;•j;,j�/l1 '/ •�'f� � ./.+. •/:.•iny.�`• ?i. :\;..r,..•�:' •p dg 1��. r•Ia ••`;��:1::�'+Ja,•i • ,I•..Po .e.!��;,:^ y � .y.. y�� �::''r,• .,,y.:=::• r• :.r q�1g1 'O•"y ,.e• •Ie,,p•q•-.e• a�,,,,�o •o .•Ir o;•t:':! r.��V;'!: -•. L1v Z�:•"•,.. :'...', i►0: t`�`:n y`1••:irA `1 v/;='� ,�� \r � p y,{� 'q 'or• •: .,rl:. Cr• 7 • 1, (.b '�•;•' .,•.'�:•"s F ` \,a � • ��y�YiG/'� 1 !,� •i 7 y Z�IY • a q. '� j�('����o �r.N{ i'ai� • •�r�i(�:` • t (Il, . • �•_ Cin �`. -•' �rS�i �� � .1 •'.�4�ti�:!.:�:'dVi?.�kr_ � ,'-;r.N�1°a.�lG♦. ?/=t_kJt: u r:?'i�ltd+!`^�St�1�,;,$A�iS?t1�iR:;iiP1iS•:,a _. �` ::a.'1�ii�,/,"!`���'�.'.`�• 'S,, r!. 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. 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. To test the freeze protection level of FireFighter• use a c ; small hydrometer to determine the specific gravity of the solution. To maintain a -715'F flow protection, the specific gravity of FireFighter should be 1.141 at 11°F. To test their eeze protection level of FireFighter PG• use a small hydrometer to determine the specific f �lt• ( F gravity of the solution. To maintain a —15°F flow p.• ° protection, the specific gravity of FireFighter PG should be 1.030 at 770F. f�iu 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. 1 , e �C.• •D 1 AISTALLATION INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: ..a. 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. t.d 4. Back out all of the sprinklers slightly, until ' antifreeze appears. This assures that the piping is 4: completely filled and all air has been purged from° the system. �, -0• If the filling cup is NOT above the highest 4.'1 y, ;moo sprinkler, use one of the following installation' procedures: 1. Administer FireFighter or FireFighter PG at the b. ••�;L 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. 3. Close valve # 1. Close the filling connection valve. Slowly open the supply valve wide. apt or: •'. , +q Id Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram below. HEATED AREA Filling Cup Water Supply I L #11 _ I12 ins. Approved Indicating Valve Drop 5 ft. min. # �_i Check Valve 11/32" hole in Clapper)_) UNHEATED AREA Sprinkler Head Non•Freezin( Solution Wall J LDrain Valve Please turn to hack panel for additional information. PRODUCT DESCRIPTION FireFighter and, FireFighter PG are non-toxic antifreezes designed specifically for fire protection systems. These products are used in place of water and other water -like fluids in sprinkler systems where freezing may either cause damage or interfere with the functioning. of systems or equipment, and/or toxicity to humans or animals is a concern. FireFighter is compatible with all approved types of pipe, including BlazeMaster", CPUC sprinkler pipe and fittings. FireFighter PG is compatible with all approved types of sprinkler pipe systems, with the exception of CPVC. Sizes: ' FireFighter and FireFighter PG are available -in: Chemical and Physical Properties: FireFighter: Density at 71°F is 1.137 grams/ml Viscosity at 77°F is 705 centipoise pH of FireFighter is 1 _. Boiling Point at Atmospheric Pressure (760 mm) is 212°F FireFighter PG: _ Density at 71°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 (160 mm) is 222°F Freeze Protection Properties: One gallon plastic.bottles (6 per case) FireFighter and FireFighter PG: Five gallonails `'gib _ P �. P Minimum FluidFlowTemperature is —15 F _ 30 gallon 'drums ' ° o,. _ Minimum 'Burst" [Hard Freeze) Temperature is --50°F 55 gallon drums 5000 gallon tank trucksP.`r Flammability Color: FireFighter is orange toy ;:?• FireFighter and FireFighter PG are not flammable flash or burn if the water content is evaporated off. since they have no measurable flash point (Pensky- FireFighter is orange Martens Closed Cup): however, both products can FireFighter PG is red's"`''' ' flash or burn if the water content is evaporated off. Applications:rY' P � FireFighter: _Flash Point is 350°F** Wet fire protection sprinkler systems �� . -Fire Point is 4D0 °F** Ingredients: FireFighter PG: Flash Point is 214° F#4 FireFighter:�r � •^Y. r _Fire Point is 220°FF* ' —Active Ingredient:. Glycerine 4'' • bL ' Other Ingredients: Water - ' %` Toxicological, Environmental and Health Viscosity Reduction Agent Information: Oye ? FireFighter FireFighter PG harmless and are virtually FireFighter PG:��'��� :�; ;:::: ,r ; to animals or plants; however, the disposal of these _Active Ingredient: Propylene Glycol ,�n�`�: i materials should be in conformance with national, _Other Ingredients: Water. "�'fk�`, state, and local health codes. ' Viscosity Reduction Agent y Ove '{=Y FDA References: F„ o, "'t GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe' by the Federal Food and Drug Administration. Tirefighier Freeze Protection Fluid" is a trademark of The Noble Company. -BlazeMaster` is a registered trademark of B.F Goodrich °TJon•toxtc- is used to'descnbe extremely low chronic and acute tsztcrty "`• � 3': •: •;r No maximum sale intake for humans has been established. The product is •r..;-'•.-: �:� • no r �. considered GRAS (General) Regarded As'Safel by The Food and o Y tug Administration ,.�:.: y, a.. ,p; N;r?3C "Cleveland Open Cup RECOMMENDED CONCENTRATIONS . • ohs' •` : r "`'^N''" (� `� FireFighter and FireFighter PG are intended to be used��" undiluted only. ti� ' `�� •n w` qa °� J q " y , , y Qr � • O� 7J AVAILABILITY ,I al e •>r La FireFighter and FireFighter PG are available w " s�.,>n , :d .�'•:°' ��'� 4 {: .� throughout the U.S. through wholesale distributors. Please contact The Noble Company for your local �� '� •$ .::� :.. '� �%��;:'� •. •t''' o v'ir' : '' `J�d • ! i L :R1 4 representative and wholesaler. 1� ..� .I .:�''�,�,•Zk•• °,'fb •i%'n`; °' J,{ ` f{' S.��'' TECHNICAL SUPPORT 1•b �"• •r r;••J,1, f•V 7:. •� LE'� . . °., o; pb"�0 r hS.,.y1. Specifications, installation design, installation •�' _ .. � �• r `�-��t: ,�� '\ techniques, and unique applications will be reviewed40 '° ��"�'•r$��' q9 ° •�'�`' `���� �' upon request. A ° ::``' ''�``� •' t Address inquiries ATTN: FireFighter `� +�° �'•: �,; ���'F :'��,��;°� nn°t • �• ' • •'•°;�, • 1 �'�';'�• Technical Support.' •.=• :':=:='' �^ ,. ;`�• .�.• , ;;` Field service is available through factory representatives • J,,,�� .�•.::��t��•.,, .; ��, • , C w.1;•,: •• •,, •.•:•. fir[•:;' �:,:::; ;:: ,,• and Noble Company staff: Contact The Noble Company for local representatives. ,... ;: a "a�: a •o :.' •' li C;°: ,b '�,• • • P •' 'je0'gyk'e',pif)'`-' or �• • i • =bo • •:;'j'a i� a ' 9 `r'4. .� A • e bx o:^f: o^� •�;.•11a0 ti •:��,�to The Noble Coman ° A ° •: � . -z �. • �, • . 614 Monroe Street / :�o" '' • Grand Haven, Michigan 49417., - Phone: [616) 842-1844 1— — �` �" ;" .' '�.:'� "" " • ,• .., -�'"�! . a 00 $ (62.5 .• . >•. ;;:.:t'i.::;� ." FAX: (616) 842-1547 $ —67 �' •�``j ,.�::�•• •' •"..•"�;;:: ... ,� . j,a t o.:•• •'rho(` 1,�•.:..l:•. .;.•:.:+•;�}:�:% .:.,., \ •' •. . r " `bry� • ••;y:/'+�I%:r'... t: ;. .;: ,.).:.., �:' "ice 'q• yl .,,_r �rt'l•J' :•• "!:: r•.::i\- :. ..r, 1+•ri5/•ii,', i �• a• u < M. Rlpl r::�JY'� ,�,�:..:,.:.., (1{•�:tlSl ��•.i,,:.:?.VT+r}.;::id•�/,•..il•�c:� t \ 1t'�, ' m vo•1 ;7yi �'• ;:-P0 Y `O Printed In USA er1�✓i'w CU1989 The Noble Co. Foran ®FFPIG 289 �d oFn,: •i , •°. : �L,• ;'• 4� ham` • . Il 1�°0 • Y'° �� ' 1K t •t :�•�.�� T��C'f•.:'y�y�y{/ . �M'Q•tr'.�'9 t�Y'J "'c�.G; .N t. l•.ri,7�I, ye :ju:,.�.•L,.. FlL1l•i. ir4_,. /r sorties ug «Engineered for "fill" Sizes 3/4„ Ty capacity relief. Toy prevent back -siphonage and backpressure of con,- taminated waterinto thesafe drinking watersupply, 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 lodels Prefix C - with strainer clean and check, 3/4' and 1" only Suffix QT-- with quarter -turn, full port, resilient seated ball valve shut -offs S -with bronze strainer HW with stainless steel check modules for hot water and harsh water conditions PC -with internal. Polymer Coating LF -without shut-off valves Prefix U -. with integral body unions (3/4" and 1" only) FAE - with flanged adapter ends (11/4', 11h", 2' only) Features Quarter -turn ball valve shift offs m Replaceable bronze seats e Designed pressure drop o Modular design a, Simple and economical service u No special tools required for e 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., n- termittent. Suffix. HW stainless steel check modules suit- able for supply pressure up to 175 psi and water ternpera- 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 (1 cher) Wpl.(lbs.) inches A a I C D _E F G H w/o strainer 1/4 211A 17V, 7V,. 4 4Y, 11% 6�Y4 37/6 15-Y4 14 1 22% 173/isJSA4 4% 13 7 37h 17Y2 15 11/4 254'6 204/e ' 5 We 14 7�h 51h 42b4 40 1% 271/6 21'/4 5 65/s 15 Th 5h 44 40 2 30% 23% 5 65/a 16 1 73i 1 5% 471/6 40 For more information, send for ES -909S Reduced Pressure 2 4, h rlAge— rt Patent 14,241,752 r; 909QT-S fz �aE `• z, 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 compiled from documented Foundation for Cross -Connection Control and Hydraulic Research it the University of Southern California lab tests. *Typical maximum mechanicalfirrilla{ion system flow rale (7.5 feet per second) 16 012 U) 4 20 c� 15 L10 5 .r. Itv��li•��---...e�air•� t��-�I�ee�1���Itir• -el��! �tia�tlitlislto� 1 1/4" WWI ; � r 1 ��t♦�sli•—��tul� ilfl���l�� ■>.�l�t�ls ltlt��_Itf•�_� i�®�O� 20 0'15 0.10 5 0 t���li•�e�� ���I1•�arara�i�� 00 125 150 , 1175 2 00 GPM 5 7.5. 10 15 FPS f • .; Ah" -'Q-'-'N0TE'Z: 1506 F� S,(Alf owable stress in pounds per scitiore Inch). 6000 psi P 5900 PSI 3500. F S 3300 PSI .4, 400 S F 2500 psi % Al 4. 64 4144-A ®r. -A INTERNAL VOIUOME OF COPPER TUBING Cubic ruches Per Cubic Feet Per Gallons Per ;Nom Sfe Foot of Tubing 100 Feet of Tubing 100 Fiet of Tubing Z e5j.. STRENGTH OF COPPER TUBING TYPIE.K...- m TYPE L L SAFE WORKING INTERNALPRESSURES, TYPE. M L w; I $00F. 2500F. 3500P. 40000. 1500F. 25 . ODF. .0542 • .; Ah" -'Q-'-'N0TE'Z: 1506 F� S,(Alf owable stress in pounds per scitiore Inch). 6000 psi P 5900 PSI 3500. F S 3300 PSI .4, 400 S F 2500 psi % Al 4. 64 4144-A ®r. -A INTERNAL VOIUOME OF COPPER TUBING Cubic ruches Per Cubic Feet Per Gallons Per ;Nom Sfe Foot of Tubing 100 Feet of Tubing 100 Fiet of Tubing Z e5j.. TYPIE.K...- m TYPE L L TYPE. M L Size . I $00F. 2500F. 3500P. 40000. 1500F. 25 . ODF. .0542 4000K 1500F. 2500F. 3500k.14000F. to Inches O'D. (PSQ (PSQ (PSI) (PSQ (PSI) (PSI) .3500F. (PSI) (PSI). (PSI) (PSQ (PSI) (PSI) 3.048 3130 3030 1980 13DO 1.132 1.210 1.319 4.0011 4.176 M2 1050 1890 1230 910 '14 5.232 5.808 6.204 .303 .336 1/4 1530 1480 970 64D 1160 1120 730 4110 1160 1120 730 480 4.286 1200 1160 760 500 15.72 .85 .88 91 634 6.55 611 3A 1200 1160 760 500 900 870 570 380 750 730 470 310 37.08 1170 1130 740 490 800 770 500 330 560 540 350 230 .0 890 580 390 740 720 470 310 500 4150 326 210 3/4 760 730 480 320 630 41 D 270 450 430 ZBO 190 46.75 8110 850 560 370 .650 590 570 37D 250 400 390 250 170 63.4 6110 66D 430 21110 510 490 320 210 340 330 220 140 � I 41 N --' 55D 530 350, 230 460 440 290 1910 340 330 220 140 , , SA 520 50D 330 220 430 420 270 IN 340 330 220 140 450 430 280 190 370 - 360 230 150 300 290 190 120 420 AIDD 270 180 350 340 220 140 280 270 1 B 120 410 400 260 170 330 320 21D 140 260 250 160 110 s 3110 370 240 I&D 320 310 200 130 260 250 160 110 370 '360 mo 1SD 300 290 196 120 260 250 160 110 360 -350 230 ISO '280 270 IBO 120 240 230 150 100 370 360 230 150 26D 250 160 110 230 220 140 100 3910 340 250 160 2110 270 160 120 240 230 150 IOD .3910 330 250 160. 290 280 IN 120 240 230 150 100 3910 390 250 . 160 270 260 170 110 240 230 150 100 • .; Ah" -'Q-'-'N0TE'Z: 1506 F� S,(Alf owable stress in pounds per scitiore Inch). 6000 psi P 5900 PSI 3500. F S 3300 PSI .4, 400 S F 2500 psi % Al 4. 64 4144-A ®r. -A INTERNAL VOIUOME OF COPPER TUBING Cubic ruches Per Cubic Feet Per Gallons Per ;Nom Sfe Foot of Tubing 100 Feet of Tubing 100 Fiet of Tubing Z e5j.. L m K L K L m .936 .0542 A05 1.524 1.740 1.908 .01582 .101 .110 .660 753 626 2 2.616 2.796 3.048 .151 .162 .176 1.132 1.210 1.319 4.0011 4.176 M2 .242 1.735 1.808 '14 5.232 5.808 6.204 .303 .336 359 2265 2,514 2.6116 9336 9.900 10.488 .540 .573 .607 4.042 4.286 4.540 14.64 15.12 15.72 .85 .88 91 634 6.55 611 20.64 2136 21.96 1.19 1.24 127 8.94 9.25 9.51 36.17 37.08 38.04 2.09 2.15 220 15.64 16.05 16..47 55.92 5724 58AB 3.24 3.31 3A0 2421 24.78 7-5A0 3 3 79.68 1 .81.72 83.76 4.61 4.73 415 3450 35.38 36.26 MOD 110.52 112B0 625 6A0 6.53 = 46.75 47.84 48.93 M 140.4 144.0 146.4 8.1 83 8.5 603 623 63.4 apk 2172. 224.0 2268 126 13.0 13.1 94.0 97.1 98.2 &j .31OZ 321 A 326A 18.0 18.6 18.9 134.5 1392 141.3 24. --j Table A-2-3.4 Copper Tube Dimensions 7 e K Type L Type M Nominal Out Inside Yp Wali Inside Wali Inside Wall Tube Size Diameter Diameter Thickness Diameter Thickness Diameter Thickness in. in. (nim) in. (mm) in. . (mm) in. (mm) in. (mm) in. (mm) in. (mm) - %q 1 timl7 1.125 tl.G.zi (28.6) ..a J./YJ 0.995 ,1u. J� (25.3) as.a/VJ 0.065 %.../ (1.7) 1:025 ._._ (26:0) _._ .0.050 (1:3) 1.055. (26.8) 0.035 . (0.9 174 1.375 (34:9) 1.245. (31.6) 0.065 (1.7) 1.265 (32.1) 0.055 (114) (1.5) 1.291 1.527 (32.8) (38.8) 0.042 0.049 (1.1) (1.2) 172 1.625 (41.3) 1.481 (37.6) 0,072 0.083 (1.8) (2.1) 1.505 1.985 (38.2) (50.4) 0.060 0.070 (1.8) 2.009 .(51.0) 0.058 (1.5) 2 27, 2.125 2.625 (54.0) (66.7) 1.959 2.435 (49.8) (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) 0.065 (1.7) 3 3.125 (79.4) 2.907 (73.B) 0.109 (2.8) 2.945 (74:8) 0.090 (2.3) 2.961 3.459 (75.7) (87.9) 0.072 0.083. (1.8) (2.1) 392 3.625 (92.1) 3.385 (86.0) 0.120 (3:0) 3.425 (87.0) 0.100 0.110 (2.5) (2.8) 3.935 (99.9) 0.095 (2.4) 4 5 4.125 5.125 (104.8) ('130.2) 3.857 4:805 (98.0) (122.0) 0.134 0.160 (3.4) (4.1) 3.905 4.675 (99-2) (123.8) 0.125 (3.2) 4.907 (124.6) 0.109. (2,6) ~- 6 6.125 (155.6) 5.741 (145.6) 0.192 (4.9) 5.845 (148.5) 0.140 (3.6) 5.881 7.785 (149.4) (197.7) 0.122 0.170 (3.1) (4,3) 8 8.125 (206.4). 7.5B3 (192.6) 0.271 (6.9) 7.725 9.625 (196.2) (244.5) 0.200 0.250 (5.1) (6.4) 9.701. (246.4) 0.212 (5.4) 10 10.13 (2573) 9,449 (240.0) 0.338 (8.6) . i Size Range '3/4" thm2" C.P)1C.pipe. Material - Carbon Steel with ! govt. spec. ' ' Function ' Figure 22isintended to perform as banger tosupport only C.P]J.C. piping used in automatic G,o sprinkler systems. The product. acts as a ` hanger when tab isupward and the fastener screw is in the horizontal Figure22-canbebstaUadondm of baam �din t6� situation acts as a guide to the piping which is supported 6ythe beam itself. Figure 22 is not intended to support� C.P.V.C. pipe _ from under flag horizontal surface. such ayaceiling. For this type cf installation use the Toco Figure 23,, Double Fastener Sbap`8angerfor C.P.V.C.pipinO. Figure 22` when invertod, with the hanger tab downward, does not act amahanger, but can function / . nsarestrainer hoprevent the upward mho"amendof the sprinkler head during activation. Approvals , Underwriters' Laboratories |istad to support Thn sprinkler piping. Meets and exceeds the requirements ckN.F.P�.l8.l38.and 13D. ' Features - Figure 23` h66ures which protect the pipe and ease installation. The flared edge, design* protects C.P.V.C. pipe from any rough surbace ' ` Figure 22 iseasily attached tothe building structure uohQ tbaopeca|.hex head self threading screw** furnished with the pnoduot It is recommended that rechargeable electric drills fitted with ahex socket ' attachment be used asinstallation tools. No impact tools (such asahammer) or impact fasteners (such as drive screws ornails) are allowed. Damage has been known to result from installations using impact type _ tools. No pre drilling of a pilot hole in wood is raqubeo.e6 Order By'Figure number and C.P.V.C. pipe size. Patent Pending _ Mivhnumfastener size acceptable,#I2z1'114" hardened hex head self threading screw. A . MAX. HANGER mAu/cmum C.P. ' SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FT.) SIZE LENGTH PER 100 , 1-1/4 3-1/16 ' - 3-3/4 - -- 1-3/16 - _-- 1-1/4 '- Trag INCORPORATED 3213. CORONA, CA . (714) 737.5599 . FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE I I I ( . I� 8--1►►I� e--i•I G 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 C A -1 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 x 1-1/4" hardened hex head self threading screw. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER SPACING (FT.) FASTENER HEX HEAD SIZE APPR,OX. WEIGHT LENGTH PER 100 3/4 3-1/8 2-5/16 1 9/16 1-5/32 1-3/16 1-3/16 6-1/2 5/16 1-1/4 9 !r : Y+} r't. 5 {s +. t � h � T"�6�� r r�+a•.,,aY..c�r+es �1. JQ /Q � 3�tv3•�:. �{.:� 1k.1S •'/ — 1 9 � •..�j �� /1 3. ��.i�� r• �-t,;,;, �n.,...a.,.w r L � ���:1 as 'Aitl:. • is t_ ^,�'. t �h 1 Nft'.♦ 6 I k.t Y' «. y -.S *'/�t{y/��rq t y i f' r' °M1`^ :Fti HF w G17Y'"`" � Z -L �`�n,Y N. �F����, f 9 .xuK' :.X� P.47�!; � .���w.,c? „4 Y6;•?1):0.'1_ •7Yni+: i..9_.ti. r�Ytjih:l:7�Inv.�.+,�+rr'it, ..w RfF xB� � r. W1A W i.s..i ccA]i,/i}r,C .. ....... ..�. 1 1/4 4-3/16 3. 2-3/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 11 �ix•;i'+i e",t>rcrya ++; J i US ,13 �a 7At a�IC„�a.•si.rn,., ( Z •�• _ - ..:r...r tr rn+.-• - : d /iS.M r- ( A• � -.. 1S'M fff y���•r l '1"G t t R Y r., 2 4 7/8 3 11/1 2 7/16 1- 27/3 1-3/16 1-3/16 8 5/16 1-1/4 15 REVEH) 8/91 Y - El Table of Contents Introduction:.. ............................. 1 Conversion Factors................................:1 Listings and Approvals.. . .................... t Where and how to use a Central BlazeMaster S•; stem:.... 1 Central B1azeMaster Specifications ..................... 3 Pipe................................. 3 Central B1•azebicsterFitt*nos .......... J Solvent/Cement.................................... 3 Dimensions for Central B1azeMaster CPVC Pip:.......... 3 Fitting Socket Dimensions ............................ 3 Product Ratings and Capabilities ......................... 4 Pressure Rating & Pressure Listing ....................4 Friction Loss ....................................... 4 Thermal L pansion ..................... . ........... 4 Physical and Thermal Properties of Central B1azeMaster CPVC . ............ .............. 6 Permissible Deflections of Central Blazeb4aster CPVC ..... 6 Support and Hanger Recommendations .................. 7 Pipe Bracing with Standard Band Hanger .............. 7 Hanger/Support Spacing ............................ 7 Vertical Restraint ............ ......... ......... 7 Underground Installation Specifications ................ 9 Pipe.............. .. .........,..............9 Fittings ... . ........... . 9 Primer/Solvent Cement ............................ 9 System Design ...................................... 9. Installation Procedures .................... ....... 9 Inspection.......... 9 Trenching.. ...e ......................... 9 Snaking of Pipe .. ................................. 9 Back -Filling..: .... ....... ............... 10 Maintenance.... 10 System Riser Installation Requirements .............:... 10 System Riser Installation Recommendation ............. 10 Handling & Storage ........ 1 ] Handling , . ................. ........... 11 , Storage .......... ......... Handling of Central B1azeMaster Cements and Primers .. 11 SolvendCementing Instructions ................... 11 Joining Central B1azeMaster Pipe Systems .............. 11 Cutting....• ................ ..... ...... 11. Deburring ............................. ....... 11 Fitting Preparaticn ................................. 12 Safety and Heaith Precautions ....................... 12 Estimating Primer and Cement Requirements .......... 12, Primer Application ................................. 12 Solvent Cement Application ........................ 12 Assembly........................................ 12 Set and Cure Times .......................... 13 Pressure Testing the System .......................... 14 Transition to Other Materials ......................... 14 Flanged Connections ...................... 14 Grooved Coupling Adapters ........................ 15 Penetrating Fire Rated Walls & Partitions .............. 15 Other Design Criteria .............................: 15. Freeze Protection ................................. 15 Central B1azeMaster Systems and Penetration of Metal Studs .................. 15 Solvent Cement and Primer Spills ............ . ....... 15 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 Joining Central B1azeMaster CPVC in Hot Weather ...... 16 Appendix.............................:............16 Helpful Tips ............................ ........ . ] 6 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 B1azeMaster CPVC piping system in accordance with the UI 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 d0erentiate 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 Listings!Approval. Warranty Central B1azeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers froyn 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 expenses or damages incurred as a result of use of its products. This warranty is expressly made in lieu of any and all other warranties,.e:pressed or implied, including the war - rarities of merchantability and fitriess. 1d! sales by Central shall be subject to the terms and conditions stated herein. The placement of orders with Central shall constitute accer, Lance of these terms and conditions. If buyers purchase orders or confirmations are at a variance with the terms and conditions herein, they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County, Pennsylvania and the U.S. District Court for the Eastern District of Pennsylvania with respect to any proceedings arising out or in connection with any purchase and sale �r ' • ... 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 -ploy S.E. marls on the product BlazeMastei"is a registered trademark of the BFGoodrich Company. All Central Sprinkler B1azeMaster CPVC Products are manufactured in the USA. Introduction Central Sprinlder Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC (Post Chlorinated Polyvinyl Chloride) sprinlder pipe and fittings. Central BlazeMaster pipe.systems are designed specifically for fire sprinkler T..•stems and provide the following advantages over traditional sarinlhier.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 spririlrlet piping systems • Fle)dbility in the pipinCl 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 insialiation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide are as follows: linch = 25.4 mm 1 foot = 0.3048 meters 1 psi = 6.895 kPa 1 psi = 0.0689 bar 1 psi = 6894.757 Pa 1000 Pa = I kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL listed in accordance with U.S. requirements and C -UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc. and are Factory Mutual (FM) Approved for use in: • Light Hazard occupancies as defined in the Standard for "Installation of Sprinkler Systems", NFPA 13. mq& Residential occupancies as defined in the Standard for "Installation of SprinUer Systems in Residential Occupancies up to and Including Four Stories in Height", NFPA 13R • Residential occupancies as defined in the Standard for" Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes", NFPA 131), �. Underground fire service systems as described in the Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. a Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S, requirements by Underwriters Laboratories, Inc. for use in return air plenums as described in the "Standard for Installation of Air Conditioning and Ventilating Systems", NFPA 90A: Central Sprinkler BlazeMaster CPVC pipe and fittings are not C -UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by ME&fi, in Residential buildings as defined by NFPA 13D and 13R. Tl,e ME&A listing number is 434 -i38 -M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E.. Listing. Central Sprinlder Blazeldiaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro -Dade County for use in Light Hazard and Residential occupanciesas defined above. Special. Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C -UL Listed and FM Approved for use with Central and./or other B1aieMaster 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 SprinlJer's;Corporaie Headquarters at 800-523-6512 for further information on Listings and Approvals. Whereand to use a Central BlazeMaster System " 1.. Central BlazeMaster pipe and fittings shall be employed in "wet systems only. (A wet pipe sIstem coniains .;pater 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 shall, be provided for Blazeh4aster CPVC pipe and fittings. The minimum proiecti; n shall consistof either one layer of f" thick gypsum wall board, X" plywood soffits, or a suspended membrane ceiling.with lay -in panels aY . or tiles having a meight of 0.35 pounds per sq: 11. 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 maybe used. T. ..-..- ........ .....•.,. ..,. ..+r+.t..:. ..u.. as ,,,y.,. ., aaa„a,ao iectionisha Cins' t o6eLther lath and plaster, one layer of 9mm thick gypsum wallboard, one layer of 13mm plywood, or a suspend- ed membrane ceiling wifh 1try-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim2 ahen installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as. ventilation grills,.exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- -ding flz sent, individual openings exceeding 0.03m: , bu,not erceedfng 0:71 m” in area must be located such that the distance from the edge of the opening to the nearestsprinkler does not exceed 300mrrr. BlazeMaster pipe and fittings shall not be used where such opera- 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 beprotected 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 v.ithout substantial cosmetic damage. Drop in ceiling tiles, as used in suspended cefhngs are specifically considered not to be permanently installed for the purp_ses of this definition. Non_combustible is defined as having a minimum finish fire rating of 15 minutes when tested per ASTV E 119. 4. For an exposed installation: A. In accordance with the UL Listing, Blazeblaster 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 sprinlders having deflectors within 6" from the ceil- ing and within 4" from the sidewall or Listen Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance between spr inL•lers shall not exceed 14'. B. In accordance with the C -UL Listing, BlazeMaster CPVC pipe and fittings shall be installed below a smooth, flat, horizontal, fired ceilings in conjunction with Listed Quick Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazelAaster 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, NFPA 13R and 13D pemtft the omission of sprinklers from combustible concealed spaces and Central Sprinlder BlazeMaster pipe and fittings can be installed in these areas when sprinklering residential occupancies according to these standards. 7. In installations where 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 grill. 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. 9OA.. 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 isnot exposed to excessive temperatures from specific heat producing sources, such as light fbtures, ballasts and 'steam lines. Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPUC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source, the maximum ambient temperature, heat shielding, if any, and pror imity of CPVC piping to the above. Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkkler BlazeMaster CPVC spacing. 10. During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11. Central BlazeMaster pipe and fittings sha'.t not be installed in outdoor applications. 12. The use of BlazeMaster CPVC in ceiling spaces above non-sprinllered areas has not been investigated by UL or FM. " Pipe Central SnrinIJer B1azeMaster CPVC sprinkle, pipe conforms to the requirements of ASTM F442 and carries the markings -of Underwriters Laboratories Inc: (UL & C -UL), Factory Mutual (FM), l A, and the National Sanitation Foundation 0d7S:E.) for use in potable wilier systems. Fittings Central BlazeMaster'sp 9 q. rinkler fittin g s.conform to the requirements of ASTM F43B (Schedule 40 dimensions from `' to I r"' and AST1,4 F43 (Schedule 60 dimensions for 2" to 3".). Female threaded adapters.for sprinkler head co:mect;ons contmn brass inserts. Fittings carry Chr. mark- ings of Undervrriters Laboratories Inc. (UL & C -UL), Fa.ibry Mutual (FM), MRE&A, and National San:tatimn Foundation'NSF-pw SZ) foruse i7 potable water sysierns.. Solvent/Cement BlazeMaster CPVC socket connections can be joined using one of two solvent/cementing processes. Connections shall be joined with Central Sprinkler BlazeMaster One -Step CSC -300, CSC-400,or CSC -500 Solvent Cements or Two Step CSC -100 PIP= er and CSC -200 Solvent Cement. CSC -100, CSC -200, CSC -300, and CSC 400 or CSC -500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review" solvent cement- ing insiructions within this manual prior to installation. Other primer. or cements shall not be used vdth -Central BlazelAcister products and the use of such non -approved welding agents will void the Manufacturer's warranty and product ListingslApprovals. Dimensions for Central BlazeMaster CPVC Pipe Table A • Central BlazeMasterpipe Dimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average OD Average ID Pounds per Feet 09.1); 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 (422) 1.394 (35.6) .418 114" , (38.1) 1.900 (48.3) 1.598 (40.6) .548 _ 2' (50.8) 2.375_ (60.3) 2.003 (50.9) ..859 _ 2W (63.5) 2.875 (73.0) 2.423 (61.7) 1.257 3' (76.2) 3.500. (88.9) 2.952 (75.1) 1.867 2'_ 2.387 = 2.369 1.500 1.933_ 0.218 ASTM CPVC Fitting Socket -Dimensions Note: Central BlazeMaster pipe is produced . in SDR 13.5 dimensions hn accordance with AMY442. OR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. A 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 Watt Thickness 1/4 _ - 1.058 1.046 0.719 - 0.820- 0.113 0.141 1' 1.325 1.310 0.875 1.044 0.133 0.166 _1 Y' 1.670 1.655 0.938 1.375 0.140 0.175 1%, 1.912 1.894 1.094 1.604 0.145 0.181 2'_ 2.387 = 2.369 1.500 1.933_ 0.218 0.27_5_ - 2W _ 2.889 -2.868 1.750 1.875 _ _2.316 2.892 0.276_" 0.300 0.345_ 0.375 3' 3.516 1 3.492 Note: Central BlazeMaster pipe is produced . in SDR 13.5 dimensions hn accordance with AMY442. OR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. A eroduct kla.tings and Capabilities o Pressure Rating & Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C -UL Listed and III Approved for a rated pressure of 175 psi (121DkPa) for Sprinkler service up to 150°F (65'C). Friction Loss -entral BlazeMaster CPUC pipe has a Hazen-Wilhams C -Value of 150. Pipe!.", ion loss calculations shall be made according -to IqF?.k MrIdards. fo . llowing table s"Im-n the alio vance of friction loss for fit tmas, expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings r. (Equivalent Feet of Pipe) Fitting Size (In.) 1 4 1.. 13S" I w Tee Branch 3 1 5 1 6 1 8 1 10 1 12 1 15 LIUUW VU I Iq 1 5 1 6 1 7 1 Q 12 13 - Elbow 45' 1 1_2 2 2 3 1 4 Coupling 1 1 1 1 2 Tee Run 1 1 1 12 'The above slated friction low values x -s for Centra! BlazeMosler fittings only. When using other Listed BlazeMasster Cpvc go, e:bcws indth Central Sprinkler BlazeMaster products, please consult the fitting man ulact-e:s installation and design manuals. Tbermal Expansion BlazeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions I is: 0.0000340 inch/inch rf. . A 25T change in temperature will cause an expansion of Y inch for a 50 loot straight length. For most operating and installation conditions, expansion and contraction can 'be accommodated at changes in direc- non of the pipe run. For additional information on Thermal Expansion please see Table C below. Where AL = I 2el (AT) e = 3.4 x 19. in/in/-F (CopMdj ent of Linear Expansion) L = Length of Run in. Feet AT = Temperature Change in `F An example of Thermal Expansion is shown Example: Haw much will a 40 foot run of X"of BlazeMaster CP,VC pipe increase in length (or expand) if the expected ambient temperature ranges ges from 35T to 857? Changes in length due to fittings are insignificant relative to the pipe. AL = l2el (AT) AL = 12 (.000034) x 40 x 50 n AL, _"MNy in. 1, Central BlazeMaster CPVC exhibit.- a relatively high coefficient of thermal expansion (see Table Q, When designing Central BlazeMaster S-prinAder systems, expansion of long runs must be considered if temperature variations will be encountered fie; sum I mer to winter extremes). Methods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pip-- run. (See Figure G for exam - pies of control miethods,) The epansion lo and offset tab] Ops es are shown below. H the change in temperature and the ma.,:imurn worldng temperature are lower than inose used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60°F to 125T use Table F because the maximum tem- perature is greater than those shownin Tables D and E. For conditions which are not 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., AT = 70°F S = 1.560 psi E = 3.85 x.10 psi Table C & Thermal Expansion Temp Chanpe 5, 10 15 20 25 Length of Run fit.) 30 35 40 45 50 70 All. 120 160 .irF Thermal Expansion, AL (in.) 20 .04 DB .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 .011 .16 24 .33 At .49 .57 .65 .73 .82 114 1.47 1.96 2.61 50 J0 .20 .31 At .51 .61 .71 .82 .92 1.02 1A3 1.84. 2.45 3.26 60. .12 .24 .37 :49 .61 .73. .86 .9B -1.10 1.22 1.71 2.20 IN 3.92 70 .14 .29 '.43 -.57 11 .86 1.00 1.14 129' 71.43 2.00, 2.57 3A3 4.57 89 .16 .33 .49 .65 .92 M 1.14 1.31 1A7 1.63 228 2.94 3,92 5.22 90 1 .18 .37 .55 .73 22 1.10 129 1.47 1.65 1.84 2.57 3.30 4.41 5.88 160 1 .20 .41 .61 .82 1.02 1.22 1A3 1.63 1.84 2.D4 2.86 3.67, 4.90 6.53 BlazeMaster CP,VC pipe increase in length (or expand) if the expected ambient temperature ranges ges from 35T to 857? Changes in length due to fittings are insignificant relative to the pipe. AL = l2el (AT) AL = 12 (.000034) x 40 x 50 n AL, _"MNy in. 1, Central BlazeMaster CPVC exhibit.- a relatively high coefficient of thermal expansion (see Table Q, When designing Central BlazeMaster S-prinAder systems, expansion of long runs must be considered if temperature variations will be encountered fie; sum I mer to winter extremes). Methods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pip-- run. (See Figure G for exam - pies of control miethods,) The epansion lo and offset tab] Ops es are shown below. H the change in temperature and the ma.,:imurn worldng temperature are lower than inose used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60°F to 125T use Table F because the maximum tem- perature is greater than those shownin Tables D and E. For conditions which are not 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., AT = 70°F S = 1.560 psi E = 3.85 x.10 psi I k 3 Table F • Loop Length (70T to 150T) AT= 80T Pipe Size Nom. Avg' O.D. Table E • Loop Length (60T to 120T) AT = 60T 20 30 40 Nom. Pipe Size Avg.Length 0 10 20 30 40 of Run (ft.) 50 60 70 Length of Loop (in.) 80 90 100 120 140 160 W 1.050 10 15 .18 21 23 25 27 29 31 33 36 39 41 1' 1.315 11 1B. 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 52 114 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,T 2.875 17 24 30 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42. 46 50 54 57 60 66 71 76 Table F • Loop Length (70T to 150T) AT= 80T Pipe Size Nom. Avg' O.D. 10 20 30 40 Length -of Run (0.) 50 60 70 Length of Loop (in.) 80 90 106 120 140 160 X 1.050 14 19 23 27 30 33 36 38 40 43 47 . 50 54 ; 1.315- 15 21 26 - 30 34 37 40 43 45 48 52 56 60 11: 1.660 17 24 29 34 _38 41 45 48 51 53 59 63 68 1:F 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 PY 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 two r� u✓ IMN..� tN+� MIN U41 Long Run of Rpm e 0e Ftangorot GNde o Rwnra6LL Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 7 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 10' (psi) Working Stress 2,000 1,875 .1,715 1,560 1,415 1,275 1,000 875 „Sr, (psi) Note: Table based on Stress and Modulus of Elasticity at 120T Refer to Table H. AT = 60T S = 1275 psi E = 3.55 x 10' psi Note: Table based on Stress and Modulus of Elasticity at 150T Refer to Table H. AT = 80T 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 ='al movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: P= Length of Expansion Loop in Inches E = Modulus of Elasticity at 10()T (Table H below) 'D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Worlang Stress at 100T (Table H below) The Modulus of Elasticity & Stress vs Temperature table H wfll 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 Blazeltrfasier CPUC pip-_ installed in 40T given a mmamum tempw aiure change to 100T? Additionally, hour long should the expansion loop be to compensate for this expansion? . First, find the temperature change expressed as AT. AT =100T - 40T AT = 60T Now use Table C to calculate the change in length expressed as AL. Since the run is 240 feet and the table is inclusive 11 to only 160 feet, two cal- culations will need lobe made. Length of run = 160 feet with AT = 60T From Table C, AL = 3.92 in 1' Support and Hanger Recommendations* i.�*.qr>r�•^.r-'Slri""--SY W,z.;.;,'°:. �:'t^�^y'c"�"'.'-:in"':c. ".moi=s; =•-_y M a ,~?r CPUC Model No. 22 (shown) Model No. 23 (shown) Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not have rough or sharp edges'which can come in n conlaci vrtrthe °.. De not use unan r sized hangers. Hangers with sufficient sizing shall be selected based on pipe size (ie; IC hangers for lif" pipe). Pipe hangers must comply with the appropriate Standard, NFPP. I , 13D, or 13R, whichever applies.. Some local codes may not allow plastic to metal contact. In this case, plastic sleeves or vinyl electrical tape should be used to isolate the materials. Strapping pipe overly tight to a 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 1 HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger" Tolco, Inc. and Afcon make three banger/restraining devices that are available for use with Central B1azeMaster. The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as a restraining device. As d restraining device, invert the hanger so that the fastener is down- ward. Installation in this manner will prevent upward movement of the sprinkler head dur- ing activation. The Tolco Model No. 23, as shown left, or Alcon Model 510 can function as a hanger and as 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 M6' 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" (It.) CPVC SDA 13.5 Temp "F . Nominal Pipe Size T,1" 1Y 174 2', 274" 3" 73' 5% 6 6% 7 8 9 1 10 Vertical Restraint Table M • Support Spacing Distance - with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 109 psi (690 kPa) ;£ inch . 4' 3' 1 inch 5' 4' 1 % inch 6' 5' 1Y inch 7' 7' >1 Y inch 7' 7' Local codes hove sinal authority on which types of hanger can be u •ed. 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 pystem. For exposed installations, Listed support devices shall be used which mount the B1azeMaster pfpfng directly to the ceiling or side wall. When a sprinkler head activates, a significant reactive force is exerted on the pipe, especially at system pressures greater than 100 psi. The reactive force will cause the pipe to lift vertically if if is not properly secured, especially if the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a7.",1" or 1%" pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used to brace the pipe such as a standard band hanger positioning the threaded sup- port rod to A inch above the pipe or using a split ring or a wrap-around hang- er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. 1t is advisable to use lift restraint devices such as the Tolco Model number 2; which prevents the threaded rod from coming in contact with the CPVC pipe as shown, to the left Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinlders as shown in Tables M and N. r id When piping is suspended from a deck, hangers are = = quired to suspend the pipe as well as for vertical lift 'sstraint. One support can serve as both. Drop locations --tween supports are acceptable in any location as long a, s::pport spacing is in compliance with Table M. Examples of w here this type of hanging is used include: concrete decks :th rod and ring hangers, "pan decks" on I beams with C- : -.amps, or concrete anchors, and under wood joists with sraps or rod hangers. See Figure O. Bar Joist y U -Bolt Finished Ceiling Line 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 r.Ith this type of construction is to provide vertical restraint and hangers are not required. When supporting ?UC 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. Wood Frame Construction Tdbte N • Support Spacing to an End Line Sprinkler Read Drop Elbow Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) X inch 9• 6' 1 inch N inch 1'q• 1' 1 Y inch 2' 1' AX inch 2 1 Maximum Table M A B Bar Joist (Reference Table M)' (Rai. Table N)a `� ► E Am distance between supports IT Finished Celling Line I/ Fig. Q • Sprinkler Drop Pipe Adjacent to Truss I . ONOMMUMONUMN 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 _7ec pipe or fitting must be supponed near a sprin�jer head as shoran in Tcbl¢-s kr cnd N. 'JAN '42005 02:13 PM MARCHIONDA&ASSOCIATES 0 143.64 N �p C, . Dc2 p,G Ic E 22.2' 11� gp 24.5' �AGN� 781 438 9654 Aw WE HEREBY CERTIFY THAT WE HAVE EXAMINED THIS PLAN IS INTENDED FOR TONING THE PREMISES ANO THAT THE BUILDING IS LOCATED PLAN IS WAS PREPARED AS SHOWN. THE STRUCTURE SHOWN CONFORMS rpi�ll��Mcxl�lnNi Y. uv� �a>T S P Tn TrIF ZONING LAWS RELATIVE TO: REQUIRED SETBACKS OF WI IIT IHG CaIKU4 WKG] �num� w�nr�u ,nom mvivrwr.,", _ .... �o ..__...c .._ iv Inc r.c.m..../',,..,..,., o -u �, -.r.ea .. • .n. - SY AN INSTRUMENT 'SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0008 C SHOULD NOT BE USED FOR PRCPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE, CERTIFIED FOUNDATION FLAN LOT 17 PEACHTREE FARMS NORTH ANDOVER, MA PREPARED FOR PEACHTREE DEVELOPMENT, LLC P.O. aox 3039 ,\,NDOVEP, MA SA,>U.SET T 3 01610 MARCHIONDA & ASSOC.,L.P. ENGINEERING AND PLANNING CCNSULTAN T S E2 MONTVALE AVE. 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