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Miscellaneous - 26 PEACH TREE LANE 4/30/2018
North Andover Board of Assessors Public Access Page 1 of 1 f NORTf� t i 4SSACIN=� Click Seal To Return Search for Parcels Search for Sales Summary Residence Detached Structure Condo Commercial Sroperty Record Card Location: 26 PEACH TREE LANE Owner Name: CEBI, RIFAT Owner Address: 26 PEACHTREE LANE City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood: 9 - 9 Land Area: 0.29 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 2722 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 581,500 581,500 Building Value: 378,300 378,300 Land Value: 203,200 203,200 Market Land Value: 203,200 Chapter Land Value: http://csc-ma.us/PROPAPP/display.do?linkld=1893870&town=NandoverPubAcc 5/18/2012 N Q N LL W Z J W W H 2 U Q W IL co N U) CO LU ❑ Q J w U a O O O O O 0 00 M O Y U O J ED 00 rn 0 Q M O O O O O 00 M O Q a0 O O O N 0 JI w U Q rl co m W- N N N N i O O I ;m €tC y r M Cl) 0 0 N N 0QXMW Vgg Lig C C • �k wN� c m' ai ami ! \ oo N d N J J ❑mU) 3M s a) U)Lca i a) c p> N O O Jim nam L aa) C'2 f � 00 1= a OO c W —; a O Z� Ch M O O�;. i , Z O{ N c O I= C Q a a Oc F— a i2l H QW JJ t y I : c �Z .y# Nd•� e ? o �0VAN LL OO a- } ON Qo Z CD C) >.c m LL # MM a a) m 3: Or z C6 C6 - 0 c0 �;� - •. 0. �O -te�a// L�- m rani a p Cl) �a+..Nm iL�.v tit W J J01 i a� .N r 'ir �U) • .,^ .,,-, ,w. ,j, t p o!O ( \ m Z �dLO O O LO ar E S 00 00 =n to, - Q 10 w I;W E C)�U t Ltj oo ua) o I I 0 �, o o N W O N O 0 C O a% L �- 0 CD orn 'Q 0 CD m ml �a m LU --; ; � 5 � -, r,• -ata � >, m L d ❑:1—>�Oi, m �: a) a) 4 a) E �,Ln N y € S ,'m^ i``(^^� -,,(^^Q ''(^^Q U)U)IV/VJ Vf ai af (Q x f € cu'.� Com.. 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It 041 a - �O.O W � � N: N C-4 > O U� a � �0"O) l m ••�• scar' s fW n �~ y wX O LL co (1): Q) LL �'� cQ,Q �c Q c m fr LL Z C LL �� 'a O N '� •p 4= ..�-� ! ° m sU a'�"cvoi L oUl .a CM1 W U o Z)Q=:F—! o in rR to z .w�c�UaU t -, `° er O Q tD I k� +N M J J i fiN W -t � Q cr w � `7' 2 LU iii � i cn Li k— � , 3 U � �L L G 6) c & C c°o om6!c,"oit �,�m arnr9 O w a �.ai:m m , -'s - Y s� �,,U m H Z Z2 O a)a� m =ix cn =n F CO LL. 2 W Ye w cam ,< J Wa a, W > im ¢ J 03 m (Z Q. ➢ k a U.Ua ,rn �i`ko �€ U( m 2 iii W �- _ ! �fm 8 >,: >, U }Q H CO U Lm (h a. > c� a�CO z �- ppHA g. 0 Q cn W !w w .g LL 2 ,LL W ,U IL] d> (n Location J -0t 4-7 _ AG "RftN-URE— 1 -ti -Ai No. SSS Date /View o t n� v TOWN OF NORTH ANDOVER r F • O9 • a ; , Certificate of Occupancy $ ��• �' SSACNUSE<� Building/Frame Permit Fee $ Foundation Permit Fee $ Q� Other Permit Fee $ TOTAL $ 3bS.• ��' Check # / U o� 17148 (/ Buildiq Isn pector Location DateA a w _. NpRTM TOWN OF NORTH ANDOVER 9 Certificate of Occupancy $ r AC t�'a Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # SvgS lge-, /c 17`69 Building Inspector 1 .TOWN OF NORTH ANDOVER a BUH,DING DEPARTMENT APPLICATION TO CONSTRUCT REP RBNOYAT OR DEMOLIS O A ONE OR TWO FAMILY DWELLING awl" IRWIN BUILDING PERNff NUMBER: S DATE ISSUED: n � - SIGNATURE: � O fo Building Commissioner ofBuildings D SECTION 1- SITE INFORMATION 1.1y Address: o # 1.2 Assessors Map and Pucd Number. Spt plan, i ? a recorded I owre.ncq- cr�.r l bA A� , MR OISy S �C�C..c.. l R-E{J 13 Zoningfnfomna4io\: 1.4 . Prop'' Zminit Dista propow Um L4 AA,. hn 1.6 BUILDING SETBACKS ft Front Ywd I ��t SickYard R red Provide ReWimd ;, . r R ,507 I I Provided . dr, � l.S. food Zose � peso Omdde,F7ood7•e�e p _ _ _ SECTION 2 - PROPERTY OWNERSiiBJAUTHORIZED AGENT i 21 Owner of Record'. )1paA Via Nemo (Print) Address fort_ T&Ph= 22 Owner of Rcoord: Nems Print Address for Sarvice: SECTION 3 - CONSTRUCTION SERVICES 3.1 U Not Appficeble 0 Licensed Supolwsor y� Po. box q0 lU•Andoue�� 1%I� (��8� 1.icaoseNnmter Adder g �� a'7— sy0 E Deter 32 Rg6Aerod Homo Impravement Comhaclor Not Appfic" ❑ d CompenyName Registrahon Number Address Expiration Date 3i ature Tc Ma M Z O V) V1 U cS i r r Z G SECTION 4 - WORKERS C C 152 $ 251 Workars Gongx mbm hwrance affidavit most be completed and submitted with this application. Failure to provide this afdam is the denial of the issuanco of the bw7din permit. Sipedaffida,vitAtinched Yes ......:0 No...... D SECTIONS Desai 'on orWd . work disc* New Construction �dsting Building ElRepair(sj [IAlterations(s)❑ Addition ❑ Accessory Bldg. 0 Demolition ❑ Other ❑ Specify B/riiretfVdDce]s,,aiptli�on ofPropiosed Work: 1 f1 1- _ r1 Uldl� filrfi,ol 4 0- Sw(atq- �d M"11L YYwu i���l�f�l�� �7511nr1ncilrSn SECTION 6 -ESTIMATED -� - ,as OwmeAnthorized Agent of subject 111 ., 1: ! / ;1 , I • U- ;�`, xS.•'['fs�,i ,Y"t�' pr, . n gw, 3tAuY aae �iin r, ff RM. in Hereby declare tical the statements and information on ihe:foregoing application are true and accurate� to the best of my knowledge, mW belief / '� • � � • 1 ; len c -1 , ,. 1 Ill '1111 h1 III �� i , • ru Owner/Agent ,,• 1 :11 •��� SIZE F I 1 ,',.' ; ' ;•Kai T 111 1 " - SECTION 7a.OWNER ADTHORIZATION TO BE COMPLETED WHEN ......... 3 OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 6 3 l t as OwnerlAulmized Agent of subject properly Hereby an lbmize to act on My behalf, in all matters relative to work authorized by this bmlding permit application. Si tune of Owner Date SEC'T'ION 7b OWNEWAUTHORMD AGENT DECLARATION i, _ _ �f o� C c ✓� ,as OwmeAnthorized Agent of subject property as Hereby declare tical the statements and information on ihe:foregoing application are true and accurate� to the best of my knowledge, mW belief • r ionlnrC LA prne4 man" Print N \ -a� ru Owner/Agent Date O.OF STORIES SIZE F I BASEMENT OR SLAB}— SIZE OFFLOOR Ta+EERS I ><1 a 2 Xld' @ I '' a 3 ic►a's w t�" SPAN /y'M!ue 160C ts' P la 0 c DIMENSIONS OF -:SILLS a x DINfIIMONS OF POSTS X.2 SlU -I-ub l a1 MENSIONS OF GIRDERS t *-1,4 x c)'1,4 LV HEIGHT OFFOUNDATION ']' 10 11 Rbou'e E±Q, THICKNESS � CMZ rwFrulfrwry J /n 11 Y nn u 1 XOMW OF NORTH11 R BUHDING DEPARTMENT APPLICATION TO CON ST.RUCT WA114 r DEMOLIM A OM r•FAMILY �i. - :s�:.�u.,�ar-s:::��:a:: �iie :s�:e a't,�-.,ev:c::v:%;••�:�y,• :ti •K- ^j.�ca r;;E.r�:cw::irr: :;raurox, _•���; .:41i` ''^?� St=Pki',1.z..e.s �ss:>ea:.. > > k� e i �„_ (.r.. .t :.a t ..: R,e . •r }” r.. �-�.:+ ��$ < ut c ':� t� '�:r..�r-`' �.a� �� � :.a...v!aF��' �.�,a �tiio"'�_xy,.r.aendat+rdb�7.o ti �.,.:'�lat�e,�.....�..a..:•'.+:�;:.tS:[.ui..l.:.....:,�3„d.n."li,::.ir$:.FX.Yta,/12. :il�4YvFei�.'dT�'cif�a-'C�,� �..�A.SSfk�tiffi'�.:s.�,1�.4)�iCSXti�i I a B 1 I'M i I ONSM, 1: 1 No"r It-; : •i t � to 7�ia t•�:«► � : � x t.r 1.1 y Address: 1.2 Assessors Map and Parcel Number: a� �Quirp.nu- LOAst plan k' Iy50� as r-ecordej 1�edS ������, >�� o►sysm4tuser . ParoelNamba u k ` % 13 Zuni ag lnfam i4im: IA. Propety lkmmsims 7— ZorLinjgDidrk1 hwow Use Lot Area AT- 1 1.6 BUILDING SETRACKS ft Front Yard Side Yard Rear Yazd R . .'rad Provide Provided Provided 3E i / . R a0' , �, , a , 17water SapptgAdt�1 CA0. 54)' 2� reb5o Private 0 1S. Flood2oero idanallica A�deF7oodZae S� S On OSits System 0 SECTION 2 - PROPIRRTY OWNERSIEJAUTHORIUD AGENT 2-1 Own4of Record". YlnnurNn yy ,Fl- lil. Ani-�i� rt �1a (i�Ry Name (Print) Address for Service: Sa a u - Signahua Tekpbome . 2.2 Owmr of Rcoord No= Print Address $or Service: t' T SECTION 3 - CONSTRUCTION SERVICES 3.1 Li Not Applicable D Lioen ed/� ((�� (1 sw n� y� / , P0. llOx q6 1 (U. And gr • t► R 0194 1 ia�eNnmber sigma c `l - ,S E*nfico Date 32 Rg6derod Horn 1""vement Contracicc Not Appkc" a Company Name Registration Number Address �� si start Te M M t. Z O A v 0 Z M 0 Q rrr r z G SEMON 4 - WORKERS COMPENSATION (M.G.L C'152 § 25c(6 Workers Co=pensation Insurance affidavit most be completed and submitted with this application. Failure to provide this aff in the denial of the issuance of the bW ding permit. Siped affidavit Attached Yes ...... D No...... D SECTIONS Desc . bn of Woposed Work 0,:a >1 New Construction F.Asting Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ' ❑ AccessoryBldg. . ❑ _ Demolition ❑ Other ❑ Specify Brief yDescription ofPropoosed Woik 1 (� 1 n \ l,llll<1QflIrV1nN 4- R �I(1Q19- fl-%1rrl,�t1 VY7h�L4 tnr�,l�,v,., Q75ttr�ll(acilrSY1 1 SECTION d - ESTIMATED CONSTRUCTION COSTS . SECTION 7a.OWMM AUTHORIZATION TO BE COWIZT19D WHEN .......... `3 OWNERS AGENT OR CONTRACTOR APPLIES FOR BUJI DEW PERMIT I, as Owner/Audwrized Agent of subject propetty Hereby authoaize to act on My b&WL in all matters relative to work autharized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHOR; M AGENT DECLARATION Owner/Authorized Agent of subject property Hereby declare that the statements and information on :tite;fotegoing application are true and acauate, to the best of my knowledge, and belief r st Print S d0wn&Agent Date O.:OF STORIES SIZE F Ian BASENG NF OR SLAB r� SIZE OF FLOOR TAMM ] X/0 3 2 40' @ I '' 3 la's CP 16" SPAN /y' Mue 0 6 ' P, IQ C DIIVEMIONS OF•SIII.S a 0 x r D1M0181014S OF POM 3' a"StW +u 411t,4) D14ENSIONS OF GIRDERS 4 t -- x q'/ LV HEIGHT OF FOUNDATION f " Rbc ire t T1FIICi0`TESS SIZE OF F0OTM J /Q ` X " MATERIAL OF CH M EY IS BUILDING ON SOLID OR FILLED LAND SOW LQn� IS BUILDING CONNECTED TO NATURAL GAS LINE es S •W. IT k- PER I:Il lr :aI1qj1•I' vomtF`SS�'j'.iRL..1 g' 1F ..S+trJ"hMR; 1 1; .I • .` ..• : Fin Ili? 1 1_ A / .1 � 1 � • / •len ; :1 r r. r �i u1 �i 1• "I WIN - WORT, SECTION 7a.OWMM AUTHORIZATION TO BE COWIZT19D WHEN .......... `3 OWNERS AGENT OR CONTRACTOR APPLIES FOR BUJI DEW PERMIT I, as Owner/Audwrized Agent of subject propetty Hereby authoaize to act on My b&WL in all matters relative to work autharized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHOR; M AGENT DECLARATION Owner/Authorized Agent of subject property Hereby declare that the statements and information on :tite;fotegoing application are true and acauate, to the best of my knowledge, and belief r st Print S d0wn&Agent Date O.:OF STORIES SIZE F Ian BASENG NF OR SLAB r� SIZE OF FLOOR TAMM ] X/0 3 2 40' @ I '' 3 la's CP 16" SPAN /y' Mue 0 6 ' P, IQ C DIIVEMIONS OF•SIII.S a 0 x r D1M0181014S OF POM 3' a"StW +u 411t,4) D14ENSIONS OF GIRDERS 4 t -- x q'/ LV HEIGHT OF FOUNDATION f " Rbc ire t T1FIICi0`TESS SIZE OF F0OTM J /Q ` X " MATERIAL OF CH M EY IS BUILDING ON SOLID OR FILLED LAND SOW LQn� IS BUILDING CONNECTED TO NATURAL GAS LINE es S FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits frrn Boards and Departments having jurisdiction have been obtained. This does not reliev e the applicant and/or landowner from, compliance with any applicable or requirements. *APPLICANT FILLS OUT THIS SECTION APPLICANT GCh L kommi- LLC# PHONE ? 3 5ya See. plan 1�ka as record ed LOCATION: Assessor's Map Number_QU.�yicer�cna12MISbI41-bNas PARCEL___ SUBDIVIScIION e.�Fp,rm LOT (S) STREET Peon )iQ ST. NUMBER,,*_ Z� ►*��""`'*****''`OFFICIAL USE ONLY I 1VUuATIC}NS/OF TOWN AGENTS: A' ADMINISTRATOR DATE APPROVED /g DATE REJECTED -fir COMMENTS FOOD INSPECTOR-HEAiTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED. DATE REJECTED COMMENTS PUBLIC WORKS - SEWERAVATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPE Revised 9W jm TE $ g O� 0 .-cz�_'4, I.OT 27 PCACIITrE:E FARMS NORTH ANDOVER, MA _ PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. P.O. BOX 3039 ANDOVER, MA 01810 MARCRiONDA & ASSIX.,L.P. _ ENCINCCI111`40 AND Pt ANNING GON5ULIAN I5 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 (781) 438-6121 SCALE:1 "=30' DATE., 5/10/04 deo rn aa" g� 704-,36, 102.2' LOT 28 12647 S. F. LOT 27 0.29 Ac. 47.1 W 12742 S. F. `{\ 0 0 Q O 0.29 Ac. I 21.2' ` ott• \ 18.0' TOP FOUNDATION TOP FOUNDATION \ ` .a �% ELEVATION= 2,58.00 21.7'.._- ELEVATION= 264,81 \ \ N36°03'49"W 21-4 ' 25.00 . a�95s I R=230.00' L=21-83 xa3000' 5g I I x101 g LPN M. �� �,... PEACHTREE LANE 3 WE HEREBY CERTIFY THAT WE HAVE EXAMINED 15 INTENLitU rUK LUNING Aar 0 D ONLY. 1T WA3 PREPARCD THF PRFMII�F, ANn THAT THE BUILDINC IC LOCATCD AS SHOWN. THE STRUCTURE SHOWN (.nNFnl7AAC _�„ XISnNG PLANS AND RECORDS I H THE STRUCTURFS SHOWN fU IHE ZONING LAWS RELATIVE TO REQUIRED SET13ACKS OF THE MUNICIPALITY WHEN CONSTRUCTED, ALSO, ACCORDING LOCATED BY AN INrTRUMENT 3URVE'i. TtlI5 PLAN qHn II n MnT pr I ICCs rnn TO THE F.E.M,A./II.U.D. FLOOD INSURANCE RAIN MAN. I.,OMMUNIIY V -UL NO. 250098 0006 C nn^-mCnry UNE -DETERMINATION D!.TGD 010,'1930 , Ti iC JTRUu IURG ID NUI LULJLItV Ar F� -tm AI At4l v:;'4iI7% fob CERTIFIED FOUNDATION PLAN I.OT 27 PCACIITrE:E FARMS NORTH ANDOVER, MA _ PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. P.O. BOX 3039 ANDOVER, MA 01810 MARCRiONDA & ASSIX.,L.P. _ ENCINCCI111`40 AND Pt ANNING GON5ULIAN I5 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 (781) 438-6121 SCALE:1 "=30' DATE., 5/10/04 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Ati<davit Name Q chi t/ ( ' Please Print City Phone # 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 - gworkers' 'ccompensation ,for /my eemplo)yees working on tthi/s�job. (`mmnanv names• Pe Q l ` I. 1 "f / ' f P J JP V t� 1 � o �'U n % ( U- 6 , / Address , I 3U tk n City:d� V '- Phone #: T7 d a�' '- l0 15L I Insurance. Co. J fry 102 QY� Policy #��— Company name D,�+hpd,��- ��Q (Z f/P (0,1)WeFtf Address JuAn Q2K 24-' r - city: j�� - ��P�i D I �" ! 5 Phone #: Insurance Co. 1-4 i ,er -(Y / "t u � a l Policy # W �e J " c3 � cY-,3 3 / / [ 6'" C� 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 -weil-as -civiLpenalties_inJhefnrmnfa-STOP WORK ORD.=R..and a.fine.of_($1.00.00)_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. that the information provided above is true and correct. Signature Date Date (�3a Print name \ �(1 - PrC�-cl SO n Phone# 0 -&590 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 n Selectman's Office Contact person: Phone #: E] Health Department Other Peo,&Nb-e-L Vov I a`7 ( D& Pec, c,',t- -e.t La('. ) GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVER BUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as requested below. CIS '- twaala,LLC Ch�'ree �aN Permit Applicant — Property address Map / Parcel (q� ag 2'fn5-44 Applicant's Phone Number Sin&Ve 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 1 understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application fora building permit for the enlargement, restoration or reconstruction of a dwelling in existence as of the effective date of this bylaw, provided that no additional residential unit is created. The lot(s) was / were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals, where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents, where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land. For purposes of this section "senior" shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40 % permanent reduction in density (buildable lots) below the density permitted under zoning and feasible given the environmental conditions of the tract, with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland. The land to be.preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction, dedication to the Town, or other similar mechanism approved by the planning board that will ensure its protection This application represents a 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 one time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready fora building permit ( all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Development Schedule does not accommodate issuing a building permit in that year. One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits. Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING_ A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TOTHE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTION WHICH DOES NOT COMPLY, WHETHER DONE TO MY KNOWLEDGE OR NOT I GROUND FOR REFUSAL BY THE BUILDING DEPARTMENT TO ISSUE A BUILDING PERMIT. ai ed 4WPa �lia�oy LICANTS SIGNA DATE THIS FORM TO BE &FACBED TO THE BUILDING PERMIT APPLICATION 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC 231 SUTTON ST SUITE 2E -F NORTH ANDOVER, MA 01845 The Waiver of Our Right to Recover from Others Endorsement is available on Pool policies. Contact your agent for details. AGENT WILLOWS INS AGCY INC OR 522 CHECKERING RD PRODUCER: N ANDOVER, MA 01845 AGENCY FEIN: 223856664 CLASSIFICATION OF C COMBO I.D. STATUS OF EMPLOYER 000139954 Limited Liability Com OVERAGE GROUP 0139954 Coverage under this assignment applies to Massachusetts operations only. For coverage outside of Massachusetts, contact the appropriate Pool or Plan for that state. INSURANCE COMPANY: TRAVELERS INDEMNITY CO MS JACKIE DENNIS P O BOX 3556 ORLANDO, FL 32802 (800) 443-4404 CLASS ESTIMATED RATE ESTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION --------------------------------------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 APENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT 0032 $50 STANDARD PREMIUM $50 EXPENSE CONSTANT 0900 $122 TERRORISM CHARGE 9740 $0 RISK MINIMUM PREMIUM 0990 $500 ESTIMATED ANNUAL PREMIUM $500 DTA ASSESS, 4.5% OF STANDARD PREM. $17 EST. ANNUAL PREM. PLUS ASSESSMENT $517 INSTALLMENT BASIS: Annual REQUIRED DEPOSIT PREMIUM $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 DATE OF NOTICE: 05/24/03 PREPARED BY: Joanne Shea EXT 530 * * SERVICING CARRIER ASSIGNMENT * * LETTERIb: 419982 COPY' AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street • Boston, MA 02110 (617)439-9030 - FAX (617)/139-6055 • www.wcribma.org AFFIDAVIT I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1. I represent Kenneth W. Rea, owner of a certain parcel of land located on Rea Street, North Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/plan number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of the above stated instrument/plan. 3. Authorization is hereby given that Gerry -Lynn Darcy, and/or Peach Free 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 _. I -- I , . i. sr_au..aoqqu drn:pn pn qt unr FORM J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town of North Andover, Essex County, Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated 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 Registry District, Plan Book , and said lots are hereby released from the. restrictions as to sale and building specified thereon. Lots designated on said Plan as follows: (Lot Number (s) and street (s)) Lots 1 — 9 and 20.— 28 inclusive, Peachtree Lane and Lavender Circle b. (To be attested by a Registered Land Surveyor) I hereby certify that lot number (s) Lots 1 — 9 and 20 — 28 inclusive, on Peachtree Lane and Lavender Circle do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Fann in North Andover. Massachusetts". (K0259892.1) Registered Land Surveyor c. The Town of North Andover, a municipal corporation situated in he County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated 2Q , and/or Covenant dated May 20, 2003 from Big Kahuna Properties, LLC of the City/Town of North Andover Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7827, Page 143, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Book Page acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 1 — 9 and 20 — 28 inclusive EXECUTED as a sealed instrument this ZD' da of Novembyr, _00). Y � Majority of the Planning Board of the Town of ,rte 7�2 IV ,,, i! �r 13-1 North Andover COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. November �, 2003 Then personally appeared Kc;-� rYx'. , -rme-�the above-named members of the Planning Board of the Town of North Andover, Massachusetts, and acknowledged the foregoing instrument to be the free act and deed of said Planning board, before me, 4n,UY, Notary'Public y v Ifs lid My C or-imission Expires 2of2 ;K0259882.11 REScheck Compliance Certificate Massachusetts Energy Code RES check Software Version 3.5 Release ld Data filename: K:\Laudani\Peachtree\HouseB\4996B.rck PROJECT TITLE: Peachtree Development CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 03/22/04 DATE OF PLANS: 3-21-04 PROJECT DESCRIPTION: House B COMPLIANCE: Passes Maximum UA = 541 Your Home UA = 530 2.0% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -E Door 1: Solid Door 2: Glass Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Boiler 1: Other (Except Gas -Fired Steam), 80 AFUE Gross Area or Cavity Perimeter R -Value Permit Number Checked By/Date Glazing Cont. or Door R -Value U -Factor UA 1328 30.0 0.0 46 275 19.0 0.0 14 3360 13.0 0.0 240 345 0.340 117 21 0.180 4 63 0.340 21 1874 19.0 0.0 88 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release ld (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. r � Builder/Designer Date _� -r � -Oy ft-ect mangair 01 FlLn cnf Fl m CD cn • •, .' 00 Ln ✓,„\ _ •”- °moo. K"Acum IM �' °moo • /. ��. o00 .�•��. '!�� ,.�- • �,� ��` �� °tea, ,� � ,�•�r oma, . •• ;�.`\ ��ii\;��\i ki�_u�-ter �k���lul �'� 00��' ��❑�� � O00 • � _ T l y• e YY �.: Y �?F R Y SII ' -., •u j mad �d� SS —' fig. WS .10t, Q> \ k. l tr C / I 4 I NCnvr r .• w, j z F'o � Tv7 1 Q_1 O ;u /„ _ a O VI rri O M O NP p cn o �•1 ,'0 O O m N m Z -I O !� p 00 nv O m y v m �1� rn� ^ A a r-� O Z —I Ln (n frTl n \ / m co v MUl Z Fr,a% x ma < = Zoo C Z D w Om m `�I o*oo v (n W go r Zm m II cn `° 3� 3 m C �Om Fri c - U) M mmm II■ N (� � � � ITI NO NO N �L4 Z rn M k7CL)� I o tz COO a1 —1 Sa' o � a-� Mm O r► G Z :r aj _ 8 aj kA S 0' (D ^ H Vf M 1 (D i -0 cD 'aco o cow m S 0 o 3 3 _, O '0 O C '' y > > � tD ^ M W O -0 o QX0 > - m (D `'�J C � S, o ? 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O CL y CD CD O CL CT "cCD CDo CD w� s CA C3 CD O y tCZ CD ..__ CA O mCD Z o CD 0 C CD R cn cn n cry O C y O p d = Cp O y o y"a� m _ Z gr -s -- H �. ... gi'► O y T m �IF� y =rm B O O y p O m CD % a > > G " ? V. CF, V 1 .. o p C �R CTS a ao�: CL =r �0 mmy.. to �q c CD c m d� co) Q. 9L C �p/pry��yq+q o .cclCL � a 1, yCD m . Go ;co y'c 7 C m d Co..T �, ® �� ffs 0 o E CD m Vim: c o �o. o =' o � c( z � �- o qs �? o a- �El- m o :v n cp 7d � E w 0 c Atlantic Design Resources, Ltd. 152 Portsmouth Avenue, Stratham, New Hampshire 03885 Phone / Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For LOCATION 26 Peachtree Lane Peachtree' Farms North Andover, Massachusetts S P"n&s Per" ?fps stn r N�RTHp SO�DEV ELOpMENT T THE ENCLOSED INFORMAri., . www°prthpa;,,0" `T kINGS FOR THE REFERENCED PROJECT, WHICH IS APART OF THIS SUa�..� _ . tuc.com JFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRu,:,,,_ -__ CERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS, WHICH ARE Lin-i'ED FOR USE UNDER THE DESIGN CONDITIONS, MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 1x Q Q �1 Atlantic Design Resources, Ltd. 152 Portsmouth Avenue, Stratham, New Hampshire 03885 Phone / Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For LOCATION 26 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204040 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT, WHICH IS A PART OF THIS SUBMITTAL. THE .PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS, WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS, MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. .HYDRAULIC C A L C U LAT IONS C 0 V R S H E E T Lot #26Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 65 RESIDUAL PRESSURE (psi) 55 RESIDUAL FLOW (gpm) 1080 B O O S TE R P U M P S NUMBER OF BOOSTER PUMPS. 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 11.19 THIS SYSTEM OPERATES AT A FLOW OF 28.05 gpm AT A PRESSURE.OF 50.07 psi AT THE BASE OF THE RISER (REF..PT. 2) PIPES USED FOR THIS SYSTEM ''018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC 11 Lot #26Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 21 r 4.20 26.00 14.00 11.69 0.58 11.11 22 4.20 26.00 14.05 11.19 0.00 11.19 THE SPRINKLER SYSTEM FLOW IS 28.05 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD.HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 65.00 psi RESIDUAL PRESSURE 55.00 psi AT 1080.00 gpm TOTAL SYSTEM FLOW 48.05 gpm AVAILABLE PRESSURE 64.97 psi AT 48.05 gpm OPERATING PRESSURE 57.71 psi AT 48.05 gpm PRESSURE REMAINING 7.26 psi THE ABOVE RESULTS INCLUDE 9.00 psi_FRICTION LOSS AT REF: PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE A Lot #26Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. PRESSURE _ (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 28.05 75.00 23 3.32 120 18 1.265 0.098 0.000 57.71 50.07 7.64 2 3 28.05 8.00 22354 4.98 120 18 1.265 0.098 1.733 50.07 47.07 1.27 3 4 28.05 10.00 23 3.32 120 18 1.265 0.098 0.000 47.07 36.77 10.30 4 5 28.05 3.00 23 9.27 120 9 1.400 0.060 1.300 36.77 34.73 0.75 5 6 28.05 20.00 32 9.27 120 9 1.400 0.060 8.233 34.73 24.75 1.74 6 7 28.05 14.00 33 6.62 120 9 1.109 0.185 0.000 24.75 20.93 3.82 7 21 28.05 28.00 22223 21.87 120 9 1.109 0.185 0.000 20.93 .11.69 9.24 21 22 14.05 10.00 0.00 120 9 1.109 0.051 0.000 11.69 11.19 0.51 A MAX. VELOCITY OF 9.31 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 21 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Lot WSPeachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test DdhkIer-CALF ire "[rC0 Fire & Building Products CENTRAL Customer Service/Sales: Technical Services: Tel: (800) 38179312/ Fax: (800) 791-5500 Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series LFii Residential Flush Pendent Sprinklers_ 4.2 K -factor General standards of any other authorities hav- Ing Failure to do so may jurisdiction. Description impair the Integrity of these devices. for The owner Is responsible maintain - The Series LFII (TY2284) Residential ing their Fire protection system and de - vices in proper operating condition. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in residen- . manufacturer should be contacted relative to any questions. tial occupancies such as homes, apartments, dormitories, and hotels. When aesthetics is the major consid- SprinklerlModel eration, the Series LFII (TY2284) should be the first choice. identification The Series LFII are to be used in wet Number pipe residential sprinkler systems for one- and two-family .dwellings and manufactured homes per NFPA 131); :SIN TY2284. wet pipe residential sprinkler systems for residential occupancies up to and Technical including four stories in height per . NFPA 13R; or, wet pipe sprinkler sys- Data tems for the residential portions of any occupancy per NFPA 13. Approvals: The Series LFII (TY2284) has a 4.2. UL and C -UL Listed. (60,5) K -factor that provides the re- Maximum Working Pressure: qulred residential flow rates at reduced 175 psi (12,1 bar) pressures, enabling smaller pipe sizes and water supply requirements. Discharge Coefficient: K = 4.2 GPM/psi1/2 (60,5 LPM/barl/2) The flush design of the Series LFII (TY2284) features a separable es- Temperature Rating: cutcheon providing 3/8 Inch (9,5 mm) 162°F/72°C vertical adjustment. This adjustment . Vertical Adjustment: reduces the accuracy to which the pipe 3/8 inch (9,5 mm) drops to the sprinklers must be cut to Finishes: help assure a perfect fit installation. Sprinkler and Escutcheon: TY2284 has been The Series LFII (TY2284) White, Chrome, or Black designed with heat sensitivity and water distribution characteristics Physical Characteristics: . proven to help in the control of residen- Body :............. Bronze tial fires and to Improve the chance for Deflector .......... . Copper occupants to escape or be evacuated. Valve Cap ........... Brass WARN/NGS 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 Orifice Seal ......... Copper Heat Collectors :...... Copper. Operation The sprinkler assembly contains a small fusible solder element. When ex- posed to sufficient heat from a fire, the solder melts and enables the internal components of the sprinkler to fall away. At this point the sprinkler acti- vates with the deflector dropping into its operated position (Reference Fig- ure 1 C), permitting water to flow. Page 1 of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 (a) For coverage area dimensions less than or between those indicated, it Is necessary to use the minimum,required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement Is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -tactor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFiI (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able the local Authority Having Juris- 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 sped - fled 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 - mending sprinklers. The minimum re= quired discharge from each of the four Sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area • A minimum discharge of 0.1 gpm/sq. ft over the 'design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinkles. 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 fL 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 cell - 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 N) 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. 81nch Rise for 12 Inch Run) Area (•) Ft. (Max. 2 InchMise (Max. 8 Inch Rise Three sprinkler design when there are more Ft. x Ft. (m) for 12 Inch: un) for 12 Inch Run) than two sprinklers in'a:eompartment. (m x in) 162"F/72"C 162"Ff72"C 162°FR2°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) 16x 16 16 14 GPM (53,0 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 18 x 18 18 18 GPM (68,1 LPM) 19 GPM (71,9 LPM) 18 GPM (68,1 LPM) (5,5 x 5,5) (515) 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) (611) 27.4 psi (1,89 bar) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it Is necessary to use the minimum,required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement Is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -tactor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFiI (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able the local Authority Having Juris- 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 sped - fled 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 - mending sprinklers. The minimum re= quired discharge from each of the four Sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area • A minimum discharge of 0.1 gpm/sq. ft over the 'design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinkles. 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 fL 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 cell - 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- TFP499 r 3/32" (2,4 mm) TYP. DO NOT OVER -TIGHTEN l_ FACE OF SPRINKLER FITTING 29/32*X16' 23,(64,8 mm) MOUNTING L CEILING LEVEL TOLERANCE \ SURFACE LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2" (50 mm) DIA. r- - 29/32*Wl6' L ! 2-1/4' (23,064,8 mm) C (57,2. mm) HEAT J COLLECTOR 2.15/16" (75 mm) DIA. B 1/2' NPT r- -� 7116'(11,1 mm) NOMINAL MAKE -IN 9/16' (14,2 mm) I_ 1 15/16' (23,6 mm) C DEFLECTOR IN OPERATED POSITION FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER WRENCH RECESS A ACCEPTS 3/8' SOCKET #4947 DRIVE SOCKET Page 3 of 8 #4948 WRENCH & SOCKET COMBINATION WRENCH FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINATION FIGURE 3 PROTECTIVE CAP REMOVAL TOOL Page 4 of 8 E E E E B 2�Jg TY2284 H POSITION TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2' (50,8 mm) . . FIGURE 4 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Calling Design Criteria" section) mum depth of 14 inches and the maxi- mum width is unlimited. The cross-sec- tional shape of the primary beam may be rectangular to circular. . Secondary. Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 5A) are to be 3 fL - 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). Untels. 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 23132 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 installation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFII (7Y2234) 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 ALL FIGURES: —A--—A—+1A——j DISTANCES ARE ¢ ¢ ¢ MEASURED TO COMPARTMENT WALL FACES AND TO CENTERUNES OF BEAMS f. PRIMARY BEAM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO W4r (6,1 m) IA I A I ¢ ¢ ¢ Page 5 of 8 14' (356 mm) MAXIMUM A = 3'4' to &4r (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14' (355 mm) MAXIMUM DEPTH 20'-W (6,1 m) MAXIMUM _..-,.---- •-: - A-3'-4'to6'-O'(tAlol,Bm) zi FOR PRIMARY BEAMS HAV SECONDARYr B ING A 14' (356 mm) MAXIMUM BEAM DEPTH s' ¢ B= 20'40' (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM . AND THAT MUST BE W PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED J W4r (6.1 m) COMPARTMENT = ,C.... WALLS ... ... _. ... .. FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0' (6,1 m) ¢ ¢ ¢ C A = 3'-4' to 6'-O' (1.0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING AVING A 14'(356 mm) MAXIMUM SECONDARY CDEPTH BEAM ¢ C =.T-4(1.0 ' m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY BEAM * REFER TO FIGURE 513 COMPARTMENT FOR SPANS WALLS EXCEEDING 2V4r (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARYAND SECONDARY BEAMS S= C = ANY DISTANCE FOR SEG ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 5 BEAM ARRANGEMENTS (Refer to the Beam Ceiling Design Criteria" section) ' TFP420 spection, testing, and maintenance of their fire protection system and de- vices in, compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster, otherwise, non- operation In the event of a fire or Inad- vertent operation may result. It Is recommended that automatic sprinkler systems be inspected, tested, And maintained by a qualified Inspection Service. Page 7 of 8 Limited Ordering Warranty Procedure Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex-. pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for It, any other obligation in connection with the sale of products or parts of products..Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or Incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIED OF ANY AND ALL OTHER WARRANTIES EXPRESS DR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2264), K=4.2, Residen- tial Flush Pendent Sprinkler without Escutcheon and having a (specify) finish, PM (specify). . Chrome .................. 51-123-0-162 White .................... 51-123-4-162 Black.................... 51-123-6-162 Escutcheon: Escutcheon for Series LFII (TY2284), K=4.2,, Residential Flush Pendent Sprinkler with (specify) finish, P/N (specify). Chrome .................. 56-123-9-001 White .................... 56-123-4-001 Black .................... 56-123-6-001 Accessories: Socket for Series LFII (TY2284) Resi- dential Flush Pendent Sprinkler, P/N 56-000-4-947. Wrench & Socket for Series LFII (TY2284), Residential Flush Pendent Sprinkler, PM 56-000-4-948. Protective Cap Removal Tool'for Se- ries LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-300. 'Page 6 of 8 SECONDARY BEAM TFP420 COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) installation The Series LFII (TY2284) must be in= stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling Installation is complete. The Protective Cap must be removed to place the sprinkler in service. A leak tight 1/2 inch NPTsprink/er joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,D Nm). A maxi- mum of 21 ft. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler Inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face .of the fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as shown in Figure 1A. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the Sprinkler into the sprinkler fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step 5. Use the "ceiling level tolerance limit" indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. Care and Maintenance The Series LFII (TY2284) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which It controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- « USE DISTANCES SHOWN PRIMARY ' IN FIGURES 5A, 5B & 5C. BEAM EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALLSURFACES FACE OF COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) installation The Series LFII (TY2284) must be in= stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling Installation is complete. The Protective Cap must be removed to place the sprinkler in service. A leak tight 1/2 inch NPTsprink/er joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,D Nm). A maxi- mum of 21 ft. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler Inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face .of the fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as shown in Figure 1A. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the Sprinkler into the sprinkler fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step 5. Use the "ceiling level tolerance limit" indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. Care and Maintenance The Series LFII (TY2284) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which It controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- Sbri es 909 «Engineered for high �zes %'1- 211 capacity relief 10 prevent back -siphonage and.backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross -connection. . Use Series 909 for backflow protection in cross -connec- tion control and containment at the service entrance. The 909 high capacity relief incorporates the 'fair-in/water-out's principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 909QT. Sizes 3/4" and 1" have Tee handle shut -offs. Available Models Prefix C - with strainer clean and check, 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",11f ", 2' only) Features e Quarter -turn ball valve shut offs a Replaceable bronze seats e Designed pressure drop Modular design • Simple and economical service No special tools required for s High capacity relief protection servicing against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140°F continuous and 180°F in- termittent., Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. Connections 3/4" -1" 909QT has NPT female threaded body connections. 1'/4" - 2" 909QTM1 has NPT male threaded body connections. Dimensions-WeightS (approximate) Size Dimension (i cher) W .(lbs.) inches A B C DKE F 0 H w/o strainer 21 A 17'h 76M. 411 Y4 6% 3z/e 15Y. 14 1 22'/4 17%6 71/16 4 13 7 3Ve 17Yz 15 1Yi 25Ye 201Ye 10�/e 5 14 7Yz 5Y4 423'+ 40 11/z 273/6' 21'/4 103/' 5 15 71/z 5'/ 44 40 2 301/+ 231Y 10% 5 6Ye 16 7zY4 5'/4 1 47% 1 40 6 For more information, send for ES -909S Reduced Pressure r' PalBnt 14,241,752 909QT-S Note: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). , BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As compiled from documented Foundation for Cross -Connection control and Hydraulic Research at the University of Southern California lab tests. *Typical maximum mechanicaltlrrigation system flow rate (7.5 feet per second) 16 X12 a8 20 20 a15 0. 10 20 015 0.10 0 1 1 1 1 I =00010001M—EMaNI• tt�ttt■t�t��ira�it�tt�ttl�tt�tt� 1 1 1 WEN—MeM11111111 (1N=_!M ��liititttt■I �0��� SOSI��tt��� alt♦ aaleeel� a�a>• I lf♦ t� t� � � Ititt� is ttitty i >• ttttt� ttilt� itttt� tttlt� tittt�titii�tittt�i ttittt��t�t� 1 11 1 11 i s PO M VSR-SF ® FOR SMALL PIPE VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road • St. Louis, MO 63146-4161 55 Glen Cameron Road (314) 878-4321 - (800) 325-3936 a Thornhill, Ontario, Canada L3T 1 P2, www.pottersignal.com (905) 882-1833 Stock No. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a. vane type waterflow switch for use on wet sprinkler systems that.use 1", 1 1/4", 1 1/2" or 2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when -a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to over- come the selected retard period. INSTALLATION: These devices may be mounted in horizon- tal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non -corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. . Fits pipe sizes - 1", 1 1/4", 1 1/2" and 2" Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1 " CPVC and one for 1 1/2" polybutylene. (CTS -Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • 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 waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installa- tions with the proper 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'g, 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. #8800003 - REV M PAGE 1 OF 2 MFG. #5400802 - 2197 I %,..x ER FIG. 1. SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL cA\�6 o� M. 1923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi- sion of the connection in the event that the wire becomes dislodged from under the terminal.. FIG. 3 FIG. 2 RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A 'B" SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO W. TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 2 1/2' 1 1/4' +1/8' -1/16' (50mm to 65mm) (33mm t2mm) 3' to 8' 2' :118' - (80mm to 200mm) (50mm x2mm) DIRECTION OF DWG. #761-30 VSR-F VANE TYPE WATERFLOW SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME L^7 TYPICAL ELECTRICAL CONNECTIONS TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50FT.—LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION' OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) 0 0 1 A 10-25 1208:4:01SS-55 C D 50-70 E 60-90 LOCAL BELL TRANSFORMER OR BATTERY POWERED STYLE 8 (CLASS 8 END -OF -LINE RESISTOR CKT. (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ON CLOSE ON ALARM ALARM ALARM . EOL RESISTOR SIGNALING DEVICE NOTE: FOR SUPERVISED CIRCUITS SEE 'SWITCH TERMINAL CONNECTIONS. DRAWING AND CAUTION NOTE (FIC. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION OPEN ON CLOSE ON FROM TO ADD'L OPEN ON T,"'CLOSE ON ALARM ALARM CONTROL DEVICES OR RETURN ALARM ALARM PANEL TO CONTROL DWG. #761-15 NOTES: 1. The Model VSR-F has two switches, ong 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. 65400761'-11/95 lllSERIES MT AND MT STROBE ® MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road • P.O. Box 28480, 55 Glen Cameron Road St: Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P2 (314) 878-4321 • (800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time'Horn, Code -3 Tone, Code -3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code -3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features --One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field Selectable sound output levels. ' Code -3 Horn and Tone meet N.FPA/ANSI/ISO temporal pattern for standard emergency evacu- . ation signaling. • Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce• power consumption and wiring costs. • Low cost installation via standard electrical boxes. Attractive flush or surface mounting options available. Model MI -24 -LSM (strobe/horn shown) PRINTED IN USA MKT. #8850002- REV A PAGE 1 OF 2' 11/95 dBA and Current Ratings Model MT 12/24' MT -24 -LSM (Horn) (Strobe/Hom) Stock No. 1610914 Stock No. 1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code -3 Horn 0.040 0.023 99 93 0.405 0.388 99 '93 Code -3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391 99 94 Siren 0.036 .0.023 98 93 0.401 0.388 98 93 Hi/Lo 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA MKT. #8850002- REV A PAGE 1 OF 2' 11/95 rT �. .-;. • l•, r t O ` I 'j: �,T: 1IT' E • O O L 1 yV ' • pp ':f• '•VT' L 6�:. •:::rtr :ql� ; :•♦v v�•• eq. q.T�y 1q�t t� y_r�,•p �. a}7 0-.:•.'p:.�C �t�.:: 1•�!.��°;moo �. 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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 Q ��..• • : 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 av � and FireFighter PB 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. small hydrometer to determine the specific gravity of ' the solution. To maintain a =15° F flow protection, the specific gravity of FireFighter, should be 1.141 at 77°F. To test the freeze protection level of FireFighter PG, :• �:. � use a small hydrometer to determine the specific gravity of the solution. To maintain a =15°F flow p� protection, the specific gravity of FireFighter PS should be 1.030 at 77°F. f1v _ 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. ;; r S tie+;•%�c; . .o INSTALLATION INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the water supply valves and drain the system. 2. Add FireFighter or FireFighter PG to the system through a filling cup. 3. Use the end sprinklers to vent air from the piping. 4. Back out all of the sprinklers slightly, until antifreeze appears. This assures that the piping is completely filled and all air has been purged from the system. If the filling cup is NOT above the highest •9 sprinkler, use one of the'following installation procedures: ' 1. Administer FireFighter or FireFighter PG at the 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. , 1a .. 3. Close valve # 1. Close the filling connection valve. Slowly open the supply valve wide. Or: ap� Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram below. HEATED AREA UNHEATED AREA Filling Cup Sprinkler Head Water Supply I r ' ► a,! FNorl-Freezing Solution ` 12 ins. ' '�•,c Approved Indicating ' Valve l e ' Drop 5 ft. mina ■ a- 42 Check Valve (1/32" hole in Clapper) LDrain Valve Opp . Please turn to back 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" CPVC sprinkler pipe and fittings. FireFighter PG is compatible with all approved types of sprinkler pipe systems, with the exception of CPUC Sizes: FireFighter and FireFighter PG are available in: _ One gallon plastic bottles [6 per case) —Five gallon pails o ,:r 30 gallon drums _ 55 gallon drums rte _ 5000 gallon tank trucks Color: _ FireFighter is orange • v FireFighter PG is red `��'�� Applications: Wet fire protection sprinkler systems o• Ingredients: 41 FireFighter: Active Ingredient: Glycerine Other Ingredients: Water Viscosity Reduction Agent f� Dye +�,.. Y 1 r -•; n, v' FireFighter PG: —Active Ingredient: Other Ingredients Propylene Glycol Water Viscosity Reduction Agent Dye TireFighter Freeze Protection Fluid" is a trademark of The Noble Company. 'BlazeMaster' is a registered trademark of B.F. Goodrich *'Non-toxic' is used to describe extremely low chronic and acute toxicity. No maximum sale intake for humans has been established. The product is considered GRAS (Generally Regarded As Safe) by The Food and Drug Administration Chemical and Physical Properties: FireFighter: Density at 77°F is 1.137 grams/ml —Viscosity at 77°F is 7.05 centipoise pH of FireFighter is 7 _. Boiling Point at Atmospheric Pressure 1760 mm) is 212°F FireFighter PG: _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise _ pH of FireFighter PG is 8.0.9.6 _ Boiling Point at Atmospheric Pressure 1760 mm) is 222°F Freeze Protection Properties: FireFighter and FireFighter PG: —Minimum Fluid Flow Temperature is —15°F _ Minimum'Burst" (Hard Freeze) Temperature is —50°F Flammability: FireFighter end FireFighter PG are not flammable since they have no measurable flash point (Pensky- Martens Closed Cup); however, both products can flash or burn if the water content is evaporated off. FireFighter: —Flash Point is 350 OF" _Fire Point is 4000F** FireFighter PG: Flash Point is 2140F** —Fire Point is 220°Fir`s Toxicological, Environmental and Health Information: FireFighter and FireFighter PG are virtually harmless to animals or plants: however, the disposal of these materials should be in conformance with national, state, and local health codes. FDA References: GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe" by the Federal Food and Drug Administration. —Cleveland Open Cup RECOMMENDED CONCENTRATIONS FireFighter and FireFighter PG are intended to be used undiluted only. AVAILABILITY FireFighter and FireFighter PG are available throughout the U.S. through wholesale distributors. Please contact The Noble Company for your local representative and wholesaler. TECHNICAL SUPPORT Spec ificetions, installation design, installation techniques, and unique applications will be reviewed upon request. Address inquiries ATTN: FireFighter Technical Support, Field service is available through factory representatives and Noble Company staff. Contact The Noble Company for local representatives. The Noble Company 614 Monroe Street Grand Haven, Michigan 49417 Phone: (6161842-7844 It —goo— FAX: (6161842-1547 jl�b) Y I 4 �??{{JPrinted In USA i• /i ©1989 The Noble Co. Form IFFPIG 289 Y' Z �N oo::j�.{y� A�� , 4*� • • , •�i,:: •.... '^ •: r.': r•^••`•.;:,.r,` 1, C�?'y °`' p• ;L •�rbi l.'• ?jyi."�} �,`'itis°•``..•.'�:�,...,�;ri•;f.14. '' ° pw �.NC ; 1 , •r r la .•;. • ,tib .CtA' ef,�l;��i •1 1• ��. a.� .• IrF 1 '� C beries 909 "Engineered for high Sizes W - 231 capacify relief" To prevent back -siphonage and backpressure of con- taminated water into the safe 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/a" and 1" have Tee handle shut -offs. Available Models Prefix C - with strainer clean and check, 3A" 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 -turf ball valve shut offs - Replaceable bronze seats e Designed pressure drop a Modular design Simple and economical service a No special tools required for ® High capacity relief protection servicing against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140°F continuous and 180°F in- termittent..Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. Connections' 3/4"-l" 909QT has NPT female threaded body connections. 1'/d' - 2"'909QTM1 has NPT male threaded body connections. Dimensions—Weights (approximate) Size Dimension (i thea) Wo .(lbs.) inches A 8 C D E F G H w/o strainer 'Y4 21A 1714 Wie 4 434 11 V4 6% 324 1% 14 1 221/ 17�e Nis 4 44/4 13 7 3r/e 17'/2 15 114 2544 20% 103A 5 6% 14 7'/e 51/4 423'4 40 11/2 273/k 2124 1034 5 6% 15 7th 514 44 40 2 3034 23% 101/e 5 6% 16 7-Yi 51/4 472/e 40 6 For more information, send for ES -909S r9% MoRk KedUced iiressure r5 i f.� El Patent 14,241,752 909QTms Note: The installation of 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 at the University of Southern California lab tests. 'Typical maximum mechanicalfirripation system flow rate (7.5 feet per second) t�tit�fi•�C i����C�fi•fti■if• : wommmm It>•mii•mmmmmtif■ mmmmm It>•t>•m�t�ft�t�tit•tt� mit■ti■it■mImfil•ft■mtit•mti mm fit■tit■ti mm It>•iti■mmtit•t>•mmm tit■ tti l ttt■tit■ t1 I fi• f r• i• 0r• ti• t>• ti• 0i■ 0tti ' f�ft�f��'f��it�t�tif■�fitifi� t•�t>•�! t��it�tit•fP��t� � � � \ i t>• tC �,i� � tiff til• tili� � tllt�t>•�;tt>•tlti■t>•t�ittl■tltt■tltiT•� �titi■ttt�fT•I it■itit•�ft�tit��yf�tif� t>•t�tif■ftp! t�t��itif���t� t>•t�rit�it�i f�itif•it�ifit•itit•if�f�fit� ' �t�itiff■■ ■it�f��iff�it�� r�0■ ■it�tit•itit��r�titif� ���■ ■if�tif��ifit•ifi�lf� ��1•■ ■ifif�t�ifit•t�i�iffit� 'r• ' Mf MMMIMMil•Mififf■ itit•tif�titif�titititif■ ■����� ��5�� �tit��t�f�titifi■ tit��f�ititit•ff• ���_�� ' ���Iitil•��it�� r>•tit�t�l!•���i� . � wit•f�i tit����'�itit�titititit■ ttr.� aaaa�t t >• � � tl• � fr•��I ti�ititit•tit�til•t� r>•�■�lt����r� s 0" STRENGTH OF COPPER TUBING SAFE WORKING INTERNAL PRESSURES NOTE-: V500 F;- S (Allowable stress in pounds per square Inch), 6000 psi .2500 F S 5800 psi • 1500• F S 31100psi F!, S 25DO psi VERNAL ME OF COPPERTUBING. Cubic Inches Per Cubic Feet Per Gallons Per "Nam'Foot of Tubing ". 100 Feet of Tubing 100 Fiat of Tubing 1A FIC L TYPE. K L m K TYPE L m 4i.. ' .-. TYPE M N S% IzO' I 500F. 2500F. 3500F. 4000F. 1500F. 2500F. .101 4000F. 1500F. 2500F. 35000.'-4000F. 2.796 Ip..I, h- (PSI) (PSI) (PSI) (PSS (PSI) (Psq .3500F. (PSI) (PSI). (PSI) (PS) (PSI) (PSI) 5.808 6.204 303 .336 .359 2.265 2.514 2.686 9336 9.900 MASS .540 .573 607 4.042 4.286 4.540 14.64 313() 3030 1980 1300 6.55 6.81 11/2 20.64 2136 21.96 1.19 1.24 127 8.94 9.25 'A 6 11950 1890 1230 810 2.20 1564 16.05 16..47 2 55.92 5724 58AS 3.24 331 3A0 2421 1/8".*.1=s.1* 1A 1530 1480 970 640 1160 1120 730 4110 1160 1120 730 480 t.'*. j 5/16 1200 1160 760 500 146A 8.1 83 8.5 603 62.3 63A S . 2172 224A 226.13 12.6 13.0 1200 1160 760 500 900 870 570 3110 750 730 470 310 'A 1170 1130 740 490 800 770 500 330 560 540 350 230 920 690 550 330 740 720 470 310 500 480 320 210 760 730 480 320 650 630 410 270 450 430 280 190 SBO 850 560 370 590 570 370 250 400 390 250 170 680 660 430 280 510 490 320 210 340 330 220 140 550 530 350 230 460 440 270 190 340 330 220 140 520 500 330 220 430 420 270 13D 340 330 220 140 IA. 450 430 280 190 370 360 230 150 300 290 190 120 .4'21AFr 420 400 270 180 350 340 220 140 280 270 190 120 1A 410 40D 260 170 330 320 210 140 260 250 160 110 SA 380 370 240 160 320 310 20D 130 260 250 160 110 1/s 370 -360 230 150 300 290 196 120 260 250 160 110 'A . 360 -350 •230 150 '286 270 18D 120 240 230 150 100 370 360 230 150 260 250 160 110 230 220 140 100 1A 390 380 250 160 280 270 180 120 240 230 150 100 'A 390 380 250 160 290 280 180 120 240 230 150 10D 1A 3910 380 250 160 270 260 170 110 240 230 150 100 NOTE-: V500 F;- S (Allowable stress in pounds per square Inch), 6000 psi .2500 F S 5800 psi • 1500• F S 31100psi F!, S 25DO psi VERNAL ME OF COPPERTUBING. Cubic Inches Per Cubic Feet Per Gallons Per "Nam'Foot of Tubing ". 100 Feet of Tubing 100 Fiat of Tubing 1A FIC L m K L m K L m 4i.. ' .-. .936 .0542 A05 3/1 1.524 1.740 1.908 .0882 .101 .110 .660 J53 2,616 2.796 3.048 .151 .162 .176' 1.132 1.210 .826 1.319 4.006 . . ; . 4.176 M2 .242 1.735 1.808 . . 3/ 4 5.232 5.808 6.204 303 .336 .359 2.265 2.514 2.686 9336 9.900 MASS .540 .573 607 4.042 4.286 4.540 14.64 15.12 15.72 X5 .88 .91 634 6.55 6.81 11/2 20.64 2136 21.96 1.19 1.24 127 8.94 9.25 9.51 2-1 36.12 37.08 38.04 2,09 2.15 2.20 1564 16.05 16..47 2 55.92 5724 58AS 3.24 331 3A0 2421 24.78 25AD 3 79.68 81.72 83-76' 4.61 4.73 4.85 34.50 35.38 36.26 108.D0 110.52 112.80 6.25 6A0 6.53 46.75 47.84 48.83 140.4 144.0 146A 8.1 83 8.5 603 62.3 63A S . 2172 224A 226.13 12.6 13.0 13.1 94.0 97.1 98.2 6 310.8 321 A 326A 18.0 18.6 18.9 1345 139.2 141.3 24. Em Table A-2-3.4 Copper Tube Dimensions Type K Type L Tyne M Nominal Outside Inside Wail Inside Wall Inside Wall Tube Size Diameter Diameter Thickness Diameter Thickness Diameter . Thickness In. in. (mm) in. (mm) In. (mm) in. (mm) In. (mm) In. (mm) in. (mm) 314 0.875 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (20.6). 0.032 (0.8) 1 1.125 (28.(;) U.995 (25.3) 0.065 (1.7) 1.U25 (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 (1.4) 1.291 (32.8) 0.042 (1.1) 1'/2 1.625 (41.3) 1.481 (37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.8) 0.083 (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 (51.0) 0.058 (1.5) 2'/z 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 12:495 (63.4) 0.065 (1.7) 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 3'/2 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2)- 0.110 (2.8) 3.935 (99.9) 0.095 (2.4) 5 5.125 (130.2) 4.805 (122.0) 0.160 (4.1) 4.875 (123.8) 0.125 (3.2) 4.907 (124.6) 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) B 8.125 (206.4) 7.563 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4.3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) . I 1000 INCORPORATED CORONA, CA . (714) 737.5599 32A FIG. 22 HANGER FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. - Patent Pending - Minimum fastener size acceptable, #I2 x 1-I14" hardened hex head self threading screw. A .MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (F I .) SIZE LENGTH PER 100 3/4 2-7/16 1-5/16 1-3/165-1/2 5/16 1-1/4 9 U. � 1-1/4 3-1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 2 3-3/4 2-1/8 1-3/16 8 5/16 1-1/4 15 V)I INUUKFORATED 32B CORONA, CA . (714) 737.5599 FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE i � I I�t— s --►I� B --►�I 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 Features - The Fig. 23 "and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design* protects the C.P.V.C. pipe from any rough surface. The Fig. 23 and Fig. 24 are easily attached to the building structure using the two hex head self threading screws** furnished with the product.' It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. ° - Patents Pending - Minimum fastener size acceptable, #12 z 1-1/4" hardened hex head self threading screw. C.P.V.C. A S C MAX. HANGER FASTENER . APPROX. PIPE SIZE FIG. 23 FIG. 24 FIG. 23 FIG. 24 FIG. 23 FIG. 24 SPACING (FT.) HEX HEAD SIZE WEIGHT LENGTH PER 100 3/4 3 1/8 2 5/16 1 9/16 1 5/32 1-3/16 1-3/16 5-1 w�%9W^�A3 �jx. ( iSt4'c,'.f ���... v 1"•-�"d"b?".y r r rt+Mn�»,ay 4,T..{ 1-1/4 4-3/16 3 2.-3/32 1-1/2 s 1-3/16 1-3/16 •� r•r . .:ib1k� 6-1/2 a s , «� en 5/16 4r, 1 1/4 11 2 4-7/8 3-11/1 2-7/16 1-27/3 REVISED SAI Central Sp BlazeMastero J J J J J J J J J J J J J J J J J J J J J J J J J J J J.0 JJJ INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition No. 19.1.0 Rev. 4 . 5,196 • Table of Contents Introduction......................................... 1 Conversion Factors ................................. I Listings and Approvals ...........:.. 1 Where and how to use a Central BlazeMaster System:.... I Central BlazeMaster Specifications ..................... 3 Pipe............ ... ................3 Central Biazehiaster Fittings ......................... 3 Solvent/Cement.................................... 3 Dimensions for Central BlazeMaster CPVC Pipe .......... 3 Fitting Socket Dimensions ............................ 3 Product Ratings and Capabilities ........................ 4 Pressure Rating & Pressure Listing .................... 4 Friction Loss.......................................4 Thermal Expansion........... ................... 4 Physical and Thermal Properties of Central BlazeMaster CPVC................................ 6 Permissible Deflections of Central BlazeMaster CPVC ..... 6 Support and Hanger Recommendations .................. 7 Pipe Bracing with Standard Band Hanger .............. 7 Hanger/Support Spacing ........... ........ ......7 VerticalRestraint .................................... 7 Underground Installation Specifications ................ 9 Pipe..............................................9 Fittings........................................... 9 Primer/Solvent Cement ............................ 9 System Design .... 9 Installation Procedures ............................. 9 Inspection......................................... 9 Trenching........................................ 9 Snaking of Pipe .................................... 9 Back-Filling.:....10 Maintenance.... .............................. 10 System Riser Installation Requirements ................. 10 System Riser Installation Recommendation ............. 10 Handling & Storage ................................. 11 Handling........................................ 11 -Storage ..... 1] Handling of Central BlazeMaster Cements and Primers Solvent/Cementing Instructions ...................... 1 ] Joining Central BlazeMaster Pipe Systems .............. I 1 Cutting.......................................... 11 Deburrfng....................................... 11 Fitting Preparaticn................................ 12 Safety and Heaitn Precautions ....................... 12 Estimating Primer and Cement Requirements .......... 12 Primer Application ................................. 12 Solvent Cement Application ........................ 1 Assembly.......... ............................ 12 Set and Cure Times ............................... 1 v Pressure Testing the System .........................14 Transition to Other Materials ......................... 14 Flanged Connections 14 Grooved Coupling Adapters ........................ 15 Penetrating Fire Rated Walls &Partitions .............. 15 Other Design Criteria .............................. 15 Freeze Protection ................................. 15 Central BlazeMaster Systems and Penetration of Metal Studs .................................... 15 Solvent Cement and Primer Spills .................... 15 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 Joining Central BlazeMaster CPVC in Hot Weather ...... 16 Appendix..........................................16 Helpful Tips ......... .............................16 Material Safety Data for Solvent Cements and Primers ... 16 Training/Demonstration ............................ 16 Material Safety Data Sheets ........................... 17 This Installation and Technical Manual contains the criteria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing, C -UL Listing and/or FM Approval. Additionally, the manual contains recommendations for easier installation, general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing, C -UL Listing and/or FM Approval. To differentiate between a requirement and a suggestion, use the follov�dng 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. f�l Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central. This warranty will continue for a period of ter years from the shipping date. Materials found to be defective by Central shall be repaired or replaced at Central's option. Central will nct be r esponsible 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 aL other warranties, expressed or irnphed, including the war- ranties of merchantability and fitness. All sales.by Central shall be subject to the terms and conditions stated herein. The placement of orders with Central shall constitute a-_ceo- tance of these terms and conditions. If buyers' purchase orders or confirmations are at a variance with the terms and conditions herein, they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laves 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 contract entered into between Central and buyer. Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look for the UL, C -UL, FM and NSF-pw S.E. marks on the product. BlazeMaster'' is a registered trademark of the BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. r�. UL 8 C -UL File 4EX4470 Introduction Central Sprinkler Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC (Post Chlorinated Polyvinyl Chloride) sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler s;,stems and provide the following advantages over traditional spri^lder 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 sprililrlet piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust, scale and foreign contaminant buildup • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation • Conversion Factors • Appropriate conversion factors for values shown in this guide are as follows: linch = 25.4 mm I foot = 0.3048 meters 1 psi = 6.895 kPa 1 psi = 0.0699 bar 1 psi = 6894.757 Pa 1000 Pa =1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance with U.S. requirements and C -UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc. and are Factory Mutual (FM) Approved for use in: • Light Hazard occupancies as defined in the Standard for "Installation of Sprinkler Systems", NFPA 13. • Residential occupancies as defined in the Standard for "Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height", NFPA 13R • Residential occupancies as defined in the Standard for" Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes", NFPA 13D. • Underground fire service systems as described in the " Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. o Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S. requirements by Underwriters Laboratories, Inc. for use in return air plenums as described in the "Standard for Installation of Air Conditioning and Ventilating Systems", NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C -UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by ME&A in Residential buildings as defined by NFPA 13D and 13R. The ME&A listing number is 434.88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical'extraction to standard 61 and carry the NSF-pw S.E.. Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro -Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C -UL Listed and Fl,,1 Approved for use with Central and/or other BlazeMaster CPVC fittings lasted 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 Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in "wet" systems only. (A wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R, 13D or 24 shall be followed and when applicable, the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A In accordance with the UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum protection shall consist of either one layer of 'f" thick gypsum wall board, /,"plywood soffits, or a suspended membrane ceiling with lay -in panels or tiles having a weight of 0.35 pounds per sq. ft. when installed with metallic grids. For residential occupancies defined in NFPA 13D and 13R, the minimum protection may consist of one layer of f" plywood. In these cases, any standard sprinkler head rated at 170°F or less may be used. 4 B. In accordance with the C -UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- lection+sha�einsR.t,pj�eLfher lath and plaster, one layer of 9mm thick; gypsum wallboard, one layer of 13mm plywood, or a suspend- ed mejnbrane ceiling wiig ]try-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim-vrhen 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- sent, individual openings exceeding 0.01-n—, but not exceeding 0.71.m2 in area must be located such that the distance from the edge of the opening to the nearest sprinlder does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open ings exceed 0.71M2 in area. In these cases, any standard sprinkler head rated at 77°C or less maybe used. C. For a concealed installation per FM Approvals, the piping shall be protected and completely separated by a permanently installed non-combustible barrier from anF area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damnage. Drop in ceiling tiles, as used in suspended ceilings are specifically considered not to be permanently installed for the purposes of this definition. Non-combustible is defined as having a nummum finish fire rating of 15 minutes when tested per ASM E 119. 4. For an exposed installation: A. In accordance with the UL Listing, BlazeMaster 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 6" from the ceiling or listed Residential sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations, Listed Quick Response horizontal sidewall sprinklers having deflectors within 6" from the ceil- ing and within 4" from the sidewall or Listel Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 14'. B. In accordance with the C -UL Listing, BlazeMaster CPVC pipe and fittings shall he installed below a smooth, flat, horizontal, fired ceilings in conjunction with listed Quick: Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazeMaster pipe and 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 permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMaster pipe and fittings can be installed in these areas when sprinklering residential occupancies according to these standards. 7. In installations *here sprinkler pipe runs through an attic space that requires sprinklers per NFPA, CPVC piping shall be protected in order to meet the requirements of its UL and C -UL listings. The Authority Having Jurisdiction 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. r^: 8. Central BlazeMaster pipe and fittings, when installed in accordance with its UL Listing in air plenums, shall be a minimum horizon- tal distance of 24" from an opening in the ceiling such as ventilation grills. The C -UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions, consult building codes and Authorities Having Jurisdiction in your area. Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources, such as light fixtures, ballasts and steam lines. Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source, the maximum ambient temperature, heat shielding, if any, and proximity of CPVC piping to the above. Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10. During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11. Central BlazeMaster pipe and fittings shall not be installed in outdoor applications. 12. The .use of BlazeMaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. 11 Central BlazeMaster Specifications Pipe Central Sprinkler BlazeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc. (UL & C -UL), Factory Mutual TM),14E&A, and the National Sanitation Foundation (tdSF S.E.) for use in potable water systems Fittings . Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from to 1/")and ASTM F439 (Schedule 80 dimensions for 2" to 3"). Female threaded adapters for sprinller head connections contmn brass inserts. Fittings carry the marl: ings of Undervrriters Laboratories Inc. (UL & C -UL), Factory Mutual (FM), ME&A, and Nation) Sanitation Foundation N'SF-pv. S.E.) for use in potable water systems. Solvent/Cement BlazeMaster CPVC socket connections can he joined using one of two solvent/cementing processes. Connections shall be joined with Central Sprinkler BlazeMaster One -Step CSC -300, CSCA00,or CSC -500 Solvent Cements or Two Step CSC -100 Primer and CSC -200 Solvent Cement. CSC -100, CSC -200, CSC -300, and CSC400 or CSC -500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cement- ing instructions within this manual prior to installation. Other primer or cements shall not be used with Central Blazeb4aster products and the use of such non -approved welding agents will void the Manufacturer's warranty and product UstingslApprovals. Dimensions for Central BlazeMaster CPVC Pipe Table A • Central BlazeMaster Pipe Dimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average OD Average ID Pounds per Feet '/' (19.1) 1.050 (26.7) .874 (22.2) .168 1" (25.4) 1.315 (33.4) 1.101 (28.0) .262 1'/,' (31.8) 1.660 (42.2) 1.394 (35.6) .418 _ 1%' (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 ASTM CPVC Fitting Socket Dimensions Table B • ASTM Dimensions for CPVC fittings in Inches., A Socket Entrance Nominal Diameter Size Average _ Diameter B Socket Bottom Diameter Average Diameter C Socket length Minimum D Inside Diameter Minimum E F Minimum Wall Thickness Y. 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%' 1.670 0.938 1.375 0.140 0.17.5 1'fi 1.912 _1.655 1.894 1.094 1.604 0.145 0.181 _ 2' _ _ 2.387 2.369 1.500 1.933_ 0.27_5_ 2%' _ 2.889 2.868 1.750 _0.218 0.276 0.345 3" 3.516 3.492 1.87 5 _2.316 2.892 0.300 0.375 Note: Central BlazeMaster pipe is produced in SDR 13.5 dimensions in accordance with ASTM442. SDR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. .Product Ratings and Capabilities Pressure Rating & Pressure Listing Central Sprinkler B1azeMaster pipe and fittings are UL and C -UL Listed and FM Approved fora rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150°F (650C). Friction Loss Central'B1azeMaster CPVC pipe has a Hazen -Williams C -Value of.150. Pipe friction loss calculations shall be made according to IgFPA Standards. : ne following table s_;ows the allcmance of friction loss for fittngs, expressed in equivalent feet of pipe. Allowance for Frfctlon Loss In Fittings (Equivalent Feet of Pipe) Fitting Size (In.) �" 1" 1 1Y° I 1Y 2° 2Y" 3° 0 0 1u 12 15 Elbow 90_ 4 5 61 7 1. 9--7-1-2-T 13 Tee Run 1 1 1 1 1j 2 2 'The above stated friction loss values are for Central B1azeMaster fittings only. Wher, using other listed B1azeMasler CPVC 90` elbows with Central Sprinkler BlazeMaster products, please consult the fitting manufacturer's installation and design manuals. Thermal Expansion B1azeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions is: 0.0000340 inch/inch rF. A 25°F change in temperature will cause an expansion of, inch for a 50 foot straight length. For most operating and installation conditions, expansion and contraction can be accommodated at changes in direc- bon of the pipe run. For additional information on Thermal Expansion please see Table C below.. Where AL =12el (AT) e = 3.4 x 10' in/in/°F (Coefficient of Linear Expansion) L = Length of Run in Feet AT = Temperature Change in °F An example of Thermal Expansion is shown below: Example: How much will a 40 foot run of %"of B1azeMaster CPVC pipe increase in length (or expand) if the expected ambient temperature ranges from 35'F to 85°F7 Changes in length due to fittings are insignificant relative to the pipe. AL = 12el (AT) AL = 12 (.000034) x 40 x 50 AL = .82 in. or %ib" Central B1azeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing. Central BlazeMaster sprinlder systems, expansion of long runs must be considered if temperature variations will be encountered (fe; summer to winter extremes). l rtethods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pipe run. (See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the maximum working temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60`F to 125°F use Table F because the maximum tem perature is greater than those shown in Tables D and E. N°m• Length o1 Run (ft.) For conditions which are riot covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page 4. AT = 70T S =1560 psi Milk E = 3.85 x 10' psi Table D •Loop Length (30°F to I00'F) AT = 70°F Table C • Thermal Expansion Pipe Size U.O. 10 Temp Change 5 10 15 20 25 Length of Run (ft.) 30 35 40 45 50 70 90, 120 160 Art, 1< 1.050 11 15 Thermal Expansion, AL (in.) 21 24 26 28 30 32 33 20 04 .OB 12 16 20 24 29 .33 .37 - .41 .57 .73 .98 1.31 30 .06 .12 .18 .24 .31 .37 .43 .49 _55 .61 .86 1.10 1.47 1.96 40 OB .16 24 .33 Al .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 50 ..10 .20 31 Al 51 .61 .71 .82 .92 1.02 1.43 1.84 2.45 3.26 60 .12 .24 37 .49 .61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 70 .T4_2 9 .43 .57 .71 .86 1.00 1.14 129 1.43 2.00 2.57 3.43 4.57 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 228 2.94 3.92 5.22 90 .18 .37 .55 .73 .92 1.10 1.29 1.47 1.65 1.84 2.57 3.30 4.41 5.88 100 1 .20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 Central B1azeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing. Central BlazeMaster sprinlder systems, expansion of long runs must be considered if temperature variations will be encountered (fe; summer to winter extremes). l rtethods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pipe run. (See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the maximum working temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60`F to 125°F use Table F because the maximum tem perature is greater than those shown in Tables D and E. N°m• Length o1 Run (ft.) For conditions which are riot covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page 4. AT = 70T S =1560 psi Milk E = 3.85 x 10' psi U Table D •Loop Length (30°F to I00'F) AT = 70°F Pipe Size U.O. 10 20 _ 30 40 50 60 70 80 90 100 120 146 160 Length of Loop (in.) 1< 1.050 11 15 18 21 24 26 28 30 32 33 39 42 _ 1' _ 1.315 12 17 20 24 26 29 31 33_35 37 _37 41 44 _" 47_ 1V 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 1K' 2' 1.9004 2.375 16 20 22 25 27 28 32 32 35 38 35 39 42 40 45 43 48 45 50 49 55 53 59 57 63 2Y' 2.875 18 25 30 35 39 43 46 49 52 55 60 65 70 3' 3.500 19 27 33 38 43 47 51 54 58 61 67 72 77-- U Table F e Loop Length (711T to 150°F) AT= 80T Pipe Size Nom. Avg' C.D. Table E e Loop Length (60°F to I20T) AT= 60°F 20 30 40 Nom. Pipe Size U U. 10 __10_15 20 30 40 Length of Run (R.) 50 60 70 Length of Loop (In.) 80 90 100 120 140 160 N' 1.050 40 43 18 21 23 25 27 29 31 33 36 39 41 1' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46- 61K' 1 K' 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 1W 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)r 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 e Loop Length (711T to 150°F) AT= 80T Pipe Size Nom. Avg' C.D. 10 20 30 40 Length of Run (ft.) 50 60 70 Length of Loop (in.) 80 90 100 120 140 160 4S 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 1 f: 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 1W 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72- 2' 2.375 20 29 35 41 45 50 53 57 .61 64 70 76 81 2W 2.875 22 31 39 45 50 55 59 63 67 70 77 83 85-- 3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 Loop 11 IPWFFILI Offset va/ vu Change of Direction C_'-" _� Long nun of Pipe Oe Hanger or Guftle nesvakd Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 'F 73' 80' 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 rrS., (psi) UL 8 C -UL File ItEx4470 Note: Table based on Stress and Modulus of Elasticity at 120'F Refer to Table H. AT = 60'F S = 1275 psi E= 3.55 x 10' psi Note: Table based on Stress and Modulus of Elasticity at 150T Refer to Table H. AT = 80'F S = 875 psi E= 3.08xIO'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 axia movement into the expansion loop. The Expansion Loop Formula has -the following com- ponents as shown below: f= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 100'F (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central BlazeMaster CPUC pipe installed in 407 given a maximum temperature change to 1.00'F7 Additionally, hour long should the expansion loop be to compensate for this expansion? . First, find the temperature change expressed as AT. AT =100'F - 40i AT= 60i Now use Table C to calculate the change in length expressed as AL Since the run is 240 feel and the table is inclusive to only 160 feet, two cal- culations will need to be made. Length of run =160 feet with AT = 60'F From Table C, AL = 3.92 in 11 1 Support and Hanger Recommendations* Model No. 22 (shown) Model No. 23 (shown) . Some hangers designed for metal pipe are suitable for CPUC pipe. The hanger shall not have rough or sharp edges which can come in contact with the pipe. Do not use under sized hangers. Hangers with sufficient sizing shall be selected based on pipe size (ie; 1 i" hangers for I/" 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 vin electrical tape should be used to isolate the materials. Strapping pipe overly tight to a stru 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 J 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 hanger/restraining devices that are available for use wi Central B1azeMaster. The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as a restraining device. As a restraining device, invert the hanger so. that the fastener is down- ward. Installation in this manner will prevent upvrard movement of the sprinkler head du: ing activation. The Tolco Model No. 23, as shown left, or Afcon Model 510 can function as a hanger and c a restrcdning 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 W" socket attachment. No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli- cation. The Tolco Models 22 and 23, and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria. For more information about Tolco or Afcon products, consult the Central Sprinkler Company. ' Table L Support Spacing "L" (ft.) CPVC SDR 13.5 Temp "F Nominal Pipe Size 1V " 114 " 2" 234" 3- 73' 514 6 6% 7 8 9 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 100 psi (690 kPa) Y inch 4' 3' 1 inch 5' q' 1'/, inch 6' S' 1 % inch 7' 7' AY. inch 7' 7' Local cones stave anal authority on which type, of hanger cart be used. Hanger/Support Spacing Because Central B1azeMaster pipe is more rigid than other types of plastic systems, the support spacing shown in Table L shall be adhered to when installing the system. For exposed installations, Listed support devices shall be used which mount the BlazeMaster piping 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 it is not properly secured, especially if th, sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a '", 1" or I>1' pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used tc brace the pipe such as a standard band hanger positioning the threaded sur port rod to -It inch above the pipe or using a split ring or a wrap-around hanc er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. It advisable to use lift restraint devices such as the Tolco Model number 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 sprint iers as shown in Tables M and N. ;-;';c7rxrti M�'b 0. Pi'. •,� . M CSC:• CPUC., ,1.. n. Model No. 22 (shown) Model No. 23 (shown) . Some hangers designed for metal pipe are suitable for CPUC pipe. The hanger shall not have rough or sharp edges which can come in contact with the pipe. Do not use under sized hangers. Hangers with sufficient sizing shall be selected based on pipe size (ie; 1 i" hangers for I/" 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 vin electrical tape should be used to isolate the materials. Strapping pipe overly tight to a stru 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 J 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 hanger/restraining devices that are available for use wi Central B1azeMaster. The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as a restraining device. As a restraining device, invert the hanger so. that the fastener is down- ward. Installation in this manner will prevent upvrard movement of the sprinkler head du: ing activation. The Tolco Model No. 23, as shown left, or Afcon Model 510 can function as a hanger and c a restrcdning 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 W" socket attachment. No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli- cation. The Tolco Models 22 and 23, and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria. For more information about Tolco or Afcon products, consult the Central Sprinkler Company. ' Table L Support Spacing "L" (ft.) CPVC SDR 13.5 Temp "F Nominal Pipe Size 1V " 114 " 2" 234" 3- 73' 514 6 6% 7 8 9 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 100 psi (690 kPa) Y inch 4' 3' 1 inch 5' q' 1'/, inch 6' S' 1 % inch 7' 7' AY. inch 7' 7' Local cones stave anal authority on which type, of hanger cart be used. Hanger/Support Spacing Because Central B1azeMaster pipe is more rigid than other types of plastic systems, the support spacing shown in Table L shall be adhered to when installing the system. For exposed installations, Listed support devices shall be used which mount the BlazeMaster piping 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 it is not properly secured, especially if th, sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a '", 1" or I>1' pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used tc brace the pipe such as a standard band hanger positioning the threaded sur port rod to -It inch above the pipe or using a split ring or a wrap-around hanc er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. It advisable to use lift restraint devices such as the Tolco Model number 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 sprint iers as shown in Tables M and N. When piping is suspended from a deck, hangers are :squired to suspend the pipe as well as for vertical lift --straint. One support can serve as both. Drop locations _tween supports are acceptable in any location as lona as s-;pport spacing is in compliance with Table M. Examples of ::'here this type of hanging is used include: concrete decks -*;th rod and ring hangers, "pan decks" on I beams with C - :.amps, or concrete anchors, and under wood joists with sz aps or rod hangers. See Figure O. 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 rdth this type of construction is to provide vertical restraint and hangers are not required. When supporting ?VC piping below the deck, and when the supporting members are spaced far apart, it is important to brace for upward restraint per Tables M and N. Drop location between supports are acceptable in any location as long as support spacing is in compliance with Tables M and N. Maximum Table M � A B Bar Joist (Reference Table M)' (Rel. Table N)' Any distance Finished Ceiling Line Fig. Q • Sprinkler Drop Pipe Adjacent to Truss Wood France Construction in manufactured homes, additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority. Having Jurisdiction and Central's Technical Services Department for,further clarification '-Pl'C pipe or fitting must be supported near a sprink)er head as shrnrn in Tables Ai cnd N. Table N • Support Spacing to an End Line.Sprinkler Read Drop Elbow Nominal Pipe Size M inch Less than 100 psi (690 kPa) Greater Than 100 psi (690 kPa) 9' 6' 1.inch 1'0' 9. 1 / inch 1-4- '4'1'/rinch 1X inch 2- '>1Y,Inch >1 Inch 2' 1' Maximum Table M � A B Bar Joist (Reference Table M)' (Rel. Table N)' Any distance Finished Ceiling Line Fig. Q • Sprinkler Drop Pipe Adjacent to Truss Wood France Construction in manufactured homes, additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority. Having Jurisdiction and Central's Technical Services Department for,further clarification '-Pl'C pipe or fitting must be supported near a sprink)er head as shrnrn in Tables Ai cnd N. TH Date.. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ................................... . .......................... .41(3 tats permission to perform ....... /V .................................................. �''Iffing in the building of ...... ....................... at .... . ... ............................................... .. ..... .NorthN ass. tfFee.,�7/7........ Lic. Na**-�� ................ ........ :/.. �............ EECMCAL INSPECTOR Check # 5348 i THECOMMONWEALTHOFMASSACHUSEM Office Use only DEPAffMEVTOFPUBIICS4MY Permit No. a � ,f . BOARDOFFIREPREVEN770NREC7U1AH0NS527CA 812.0 � � Occupancy & Fees Checked f E APPUCA77ONFOR PERMIT TO PERFORM ELECTRICAL WORK E ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 7 Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) c� P i Owner or Tenant Owner's Address Is this permit in conjunction with a building permit: YesNo � (Check Appropriate Box) v Purpose of Building W" S ( Utility Authorization No. / Existing Service Amps�Volts Overhead InUnderground 1:3 No. of Meters New Service Amps lk /a`L()Volts Overhead Underground ® No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work %P) rre C5 O � rC)ip-_ No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total No.'of Lighting Fixtures Swimming Pool Above Below ri Generators KVA KVA round Pround Ni4 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 Pum s 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. �f Dryers Heating Devices KW Connections ID No. of Water Heaters KW No. of No. of _ Signs Bailasis No. 4ydro Massage Tubs No. of Motors Total HP OTHER. h>auanoeCoverage, RManttntheregmanentsdWbssadiiscllsGalaalLaws IhaveawnaxLiabti*h mnceFbhLymkxfffgCcx FEWW Covxageoritsstr swUequNalat YES ED NO IhavesubrrWtadvalidproofofsametotheOffict~ YESrM (�� IfyvuhawdledodYESpkweirr)ioalethe mveageby chadarlgthe*bbox L—J R 1NS[ TRANCE ' �' BOND CIIII2 p (Ie Y> (� G y EZnhaWd Vakie dE1ocmcal Work $ WodcroS4R 1 )i�pactiortDa�Regd Rough Final r Sigr>ed underTiePetlalfi of FIRMNAME MPWQ1 `A Limm No. Licensee•f�-e sigtlaane 5oet>9eNo C,,,. UCA Bus�sTel No. iv A1tTel No. �ya3 6 OWNER'SINSURAMMWAIVER, Iamaware dutheLxxmdoasnothawdleinstuancemwageoritsslbslarltaleyt>tivalatasWhited by,Mv� Gethed Lam anddlatmysgnauneon drispenrritappkaalim waives this regi- Mrert. (Please check one) . OwnerED Agent C i Telephone No. PERMIT FEE $ LJ C! signature of Owner or gen Date ..../f..`' ............. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ......... /�...... ....................... has permission to perform........ wiring in the building of 342.41 -9 /Lk ................. . North Andover, Mass. at.�'.' .. 6 .. *61111.4.L'41 .......... ---I Fee.X/ fa... Lic. No. ......................................................... ELECTRICAL INSPECTOR Check # 5382 Ij ( \4 IL �y Commonwealth of Massachusetts Department of Fire Services BOARD OF FIRE PREVENTION REGU�LATIC APPLICATION FOR PERMIT TO I ERF All work to be performed in accordance with the Massachus (PLEASE PRINT IN INK OR E ALL INFO ATION) City or Town of: By this application the undersigne gives 'ce of his pr l er intention t Location (Street & N ber) Owner or Tenant Owner's Address Is this permit in conjunction with a building permit? Purpose of Building Official Use Only Permit No. S—�S�R Occupancy and Fee Checkedj� . [Rev. 11/991 (leave hlankl RM ELECTRICAL WORK Electrical Code (MEC), 5 7 CM/ M W Date: To the Inspector o Wires: ))rform the electrical work described below. Telephone No -9%(, !:W3 Yes.. ❑ No [q"' (Check Appropriate Box) Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Completion of the followin table mav be waived bv the Insvector of Wires. No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ In- ❑ rnd. rnd. o. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches - No. of Gas Burners No. of 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 El Other Connection No. of Dryers Heating Appliances Kit Security Systems: No. of Devices or E uivalent No. of Water KW No. of No. of D Data Wiring: Heaters Signs Ballasts No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total IIP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electric Wo r (When required by municipal policy.) Work to Start: _ 7 Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains andpenalties ofperjury, that the information on this application is true and complete. FIRM NAME:ces LIC. NO.: 1 r3�j(` Licensee: John S*Bassett Signature LIC. NO.: 1533C (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: 603 594 5928 Address: Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Lic see does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ , CERTIFICATE OF USE &OCCUPANCY iTOWNi�OF NORTH ANDOVER Building Permit Number 555 (March 26.2Q04) Date: November 4. 2004 CERTIFIES THAT THE BUILDING LOCATED ON 26 Peachtree Lane MAY BE OCCUPIED AS Single Family Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Peachtree Development 231 Sutton Street North over Ma 01845 Building Inspector C4 m X x CA mm v y C — d = - O CD St Z y o. 06 O C2 C. y �C) Co o p CD CD O Q %CCzDr CS o coo C OCD-� EL- O y C=D p CO) O 'oCD Z O CCD CDO W F cn n O cn 0 C 2:-%� c O d Q _y O Q y Sd0 s • H oam0 o n CM �aa� 3 m �C �o oo ? • —us y �O -40 m 1* p N O =m CD O = m %p O+ a C O =r 44 .R( n a oC92 m o ^' :4 CD c» :• o y �y c_ a CD O of CA = r C7 N COL d C a CL C41W r^m m V) C, y D 0 z C. CD "+ o� cm: CL f l 150, _ r O UJ �q A (5n C;nl � a � � �' �' i o A ::rt Cri c 'ti ^'� n � o T ?'- A' �O S�a. o CRS r c o "0. a ' o ILPd b 1 v EA - �, t v N C i 0 c Peachtre rA M To: Robert Nicetta Building Commissioner Town of North Andover 27 Charles St North Andover, MA 01845 From: John Crawford Peachtree Development, llc 231 Sutton St North Andover, MA 01845 Subject: Construction Supervisor Change Dear Mr. Nicetta, This letter is to inform you that Michael Mammola will be our on site construction supervisor for all lots at the Peachtree farm subdivision. He has assumed the duties from Mark Venti, as supervisor, on all houses under construction including all active permits, which he is the supervisor of record. This includes 16, 41, 65, 71, 81, 105, and 124, Peachtree Lane, 12, 20, 26, and 32 Lavender Circle. Enclosed is a copy of his construction supervisor's license. Thank your for your help in this matter, ' 0 John Crawford Peachtree Development, llc CC: Brian Darcy Mike Mammola Thomas Laudani Peachtree Development, LLC P.O. Box 907 • North Andover, MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net T ioo m�naouaea/C/ a�✓Giaaaccc%uaelta . BOARD OF BUILDIINVG REGULATIONS', License: CONSTRUCTION SUPERVISOR Numbe&' `CS 088997 l i BirthdatA9/_09/1969 - F fifes 0,ThW/2007 Tr. no: 88997 MICi IASL V W 7 SENECA ST METHUEN, MA Commissioner