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Miscellaneous - Lot 6-Peachtree Lane 47
i` `� s g1 t� i� North Andover Board of Assessors Public Access =.' Page 1 of 1 z BaardaeUz Assess dievei �',-� i, s"causesstroperty Record Card Click Seal To Retum n.—I rn •'71 naoo4 A Al V7 n sv.1Vn1 0___-:.., . XT__44. A . a .. Search for Parcels Search for Sales Summary Residence Detached Structure Condo Commercial SKETCH PHOTO Click on. Sketch to Enlarge Click on Photo to Enlar e 9 t s � I H TREEIME Y Location: 47 PEACH TREE LANE Owner Name: KIM, WOOK & JONG Owner Address: 47 PEACH TREE LANE City: NORTH ANDOVER State MA Zip: 01845 Neighborhood: 9 - 9 Land Area: 0.29 acres Use Code: 101-SNGI FAM -RES Total Finished Area: 2990 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 633,700 633,700 Building Value: 431,200 431,200 Land Value: 202,500 202,500 Market Land Value' 202,500 Chapter Land Value: :. . LATEST SALE Sale Price: 699,000 Sale Date: 10/04/2004 Arms Length Sale Coder Y -YES -VALID Grantor: PEACH TREE DEV Cert Doc: Book: 9097 Page: 106. http://csc-ma.us/PROPAPP/display.do?linkld=1893849&town=NandoverPubAcc 5/18/2012 N O N LL W Z J w w H v Q w CL r -- It I' U) �U) w U� -o 0 Q O J W U CL a o a a @o Cc -00 0 O O J r U O J 00 60 co 0 0 d Q O O O O O ti 0 4. 00 O Cl O N of J w U d: c0�c0 O o C4 IN IM LQLQN IS N OO N NN OoXwN V '0_0 ` ' to ''O O a' ` d J J U o N fn t0:0 N O O ? r >0 F,�i to C C) .�i`- (, 4 C W0 C O Z� Lo Lo 0 0 c �(• S'+�G-L. "t r�•..' r. I Z N N . .. � � ►`' { Iil y t 4 r N 0 x Z 11 0 ill.o r 00 �O VIN OLL O U is Z Z C*4 04 Z mU a? 3 U) -os ..o O vv t � all C m m W O O CD � h.. _ (n m OO O O `f' 4 tl t Y p T _ -. - c "51Ya co co co m s,^ t m m O a N U 0 O U W p m r 4 W LU a t° t° O 0 C.0 O~ L) w oc Z�� U 4. rnc" �- ,„ a r. M '.N C N . ao> 2 .''Cen. t0 q N N N t6 O ,4, (� U) .fn ,� U _ . m — r f0f ._ U E Q tn�` XXL .iCD LL ��fn O.H NSC ,. ` tom QmLLm N 1. � ,z U O O "� 0 _.. Q" J s y(nrn N Q m Z �,� ���41 rn N oro N,N, UJ O C :er 4! O 1.:. roit > O ci U ii J Of CD O �< oQ -0-0- LL ti < c< c m �m ` o o� ? cU_ _ -o CLL w --OO } Co m o c o „� u.. W m f1 O C O 1- tll W.} " U O U U�, o NIO - Z r t6 IN p i/i i a. to 11 V Ln c wLT E L L X L N c" E N t0 'U) O CO CO CO omm f6aa ` ar �- v,Lh LL wQ Z� �_!�m« (D =3 � 2'Y , j E c� (A EU 0)p z ` Z g HmLL2 W mY , mm 'Q tV LU > CDO m V pif VtNt7LL lig IaLC��- CToO �. L m�_ o c o f- w C 0— 0- O Iwo N' l6 N �ts.. U C L pY-0 (z -iLL:LL 0- 3: U)) 0 N to a 41 Date .... 31..,; �,. " C -;/. � / TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .... ..... V.�l. -.L k?l. hwopermission to perform ...... &..e..kl ..... ovw.vo .................................. 4 )00, .......... C ..... I wigifig in the building of ... qc .. / ...................................... at ............ 4/.. e. iia —11-1-1-1 ........... ,..,.,.,�North�A�n�do �er,s,. Fee ..... Lic. No.44101�*-.' ......... . .................. NSPECTOR Check # 5102 ` w e0??Zi?Zm$xG'7,;( 6i 7&4 2>0_4_4 4 D -O& Ste, BOARD OF FIRE PREVENTION REGULA APPLICATION FOR PERMIT TO All work to be performed in accordance with the (Please Print in ink or type all information) Town of The undersigned applies for a permit tto� perform the electrical work Location (Street & Number Owner or Tenant _ %f1G� Z,/ -C Owner's Is this permit in conjunction with a building permit //�� Purpose of Building mew S F D Utilitq Authorization No. �tJ 6 U />1— N Yes 4 Official Use Only Permit No.JrO ;L � Occupancy & Fee Chec Z�o 527 CMR 12:00 RFORM ELECTRICAL WORK Electrical Code 527 C R 12:0 Date 3 16dQ 6 6 C To the Inspictor o tares: 14" No 0 (Check Appropriate Box) Existing Service Amps VoitS New Service a 6 6 Amps � cfovoits NumWr of Feeders and Ampacity Location and Nature of Proposed Electrical Work Overhead 0 Undgmd/0 No. of Meters Overhead 0 Und6rn No. of Meters INSURANCE COVERAGE. Pursuant to the requirementits of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES = No - ha ubm' valid proof of same to the Officx YES = NO � If.you aye Necked YES ind�aEe the type o by checking ttee appropriate box. SURANCE BOND OTHER (Please Specify) �� Estimated Value of.El ctrical Works �� /� Work to Start 3� v�H Inspection Date Resquested Rough Final _ ,„ Signed under the PendltieA of perjury: FIRM NAME MA 1VY1, UC. NO. " Bus. Tel No. b (7 / N Address 1 .1(i C [ ( M :Q. tX_f i1Inh 4 Alt Tel. No. OWNER'S INSURANCE WAIVER: I am aware the the Licenses does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws. And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) Telephone No. PERMIT FEE $ (Signature of Owner or Agent) Total No. of Lightinn Outlets No. of Hot fuse No. of Transformers KVA Above 0 in 0 No. of Lighting Fodures Swimming Pool gmd 0 gmd 0 Generators KVA No. of Emergency Lighting No. of Receptacles Outlets No. of Oil Burners Battery Units No. of Sytotch Outlets No of Gas Bumers FIRE ALARMS No. of Zone No. of Detection and Total No. of Ranges No of Air Cond Tons Initiating Devices 4 Heat Total Total No. of Di I No. Pumps Tons KW No_ of Sounding Devices NoJ of Self Contained No. of Dishwashers S ce/Area Heating KW Detection/Sounding Devices 0 Municipal 0 Other No. of Dryers Heating Devices KW Local Connection No. of No. of Low Voltage No. of Water Heaters KW S' ns Bailases Wiring No. Hydro Massage Tuds No. of Motors Total HP INSURANCE COVERAGE. Pursuant to the requirementits of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES = No - ha ubm' valid proof of same to the Officx YES = NO � If.you aye Necked YES ind�aEe the type o by checking ttee appropriate box. SURANCE BOND OTHER (Please Specify) �� Estimated Value of.El ctrical Works �� /� Work to Start 3� v�H Inspection Date Resquested Rough Final _ ,„ Signed under the PendltieA of perjury: FIRM NAME MA 1VY1, UC. NO. " Bus. Tel No. b (7 / N Address 1 .1(i C [ ( M :Q. tX_f i1Inh 4 Alt Tel. No. OWNER'S INSURANCE WAIVER: I am aware the the Licenses does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws. And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) Telephone No. PERMIT FEE $ (Signature of Owner or Agent) no Name: Location: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Please Print City Phone F1am a homeowner performing all work myself. 01 am a sole proprietor and have no one working in any capacity aI am an employer providing. workers' compensation for my employees working on this job. Company name: Address City Phone #: Insurance Co. Policy # Company name: Address City Phone #' Vr Insurance Co. Policy # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of ($100.00) 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. I do herby certify under the pains and penalties of perjury that the information provided above is true and correct Signature Date• Print name Phone #. Official use only don ot write in this area to be completed by city or town official' [ Building Dept ❑Check if immediate response is required Building Dept Q licensing Board p Selectman's Office Contact person: Phone #.-_F-1 Health Department 0 Other FORM WORKMAN'S COMPENSATION n. Locatio No. Date 0 Check# 17015 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee Other Permit Fee TOTAL H ja - // Builditfg Inspector w I Loc�tionk� No. 3M Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Mus A Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3v� Check # 1�rjpvv6rs S�VIKOC, J�aKj<— c3f- 16 9 25 Building Inspector F13VOCIMA HTSOM 10 MVOT yonsquooO to els3llihsO 9,3:1 lirmaq noitrabnuol T 799:1 1IM199 lodlo JATOT h T v -),NJ r .. iat39qanl pnibliuS G PAY TO THE ORDER OF. .% 53-7116/2113 DATE $ ___ 3--6, �__) _44:22-_n DOLLARS 'ggfill Danvers Savings Bank One ConantStre% Danvers, MA 01923 978-777-2200 FOR_ qv;�, Ajl_�_ +1: 2 L L 3 ? L LG 24 3 S A006C9 Lis TOWN OF -NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE ORTWO ,FAMILY -DWELLING - i P �a ��' r a x BUILDING PERMIT NUMBER: 3',L DATE ISSUED: N Or. , Z=a 3 SIGNATURE: Building Commissioner/Inspector of Buildings Date 111 7- o SECTION 1 -SITE INFORMATION 1.1 Property Address! L&, (Q IUaCI�Lvu) f('uulyl-xILtfl�'1 1.2 Assessors Map and Parcel Number: ins ,m ,fi # 1yS0a -����r,;hu-t &hdlvlswr) c o. Pbr)., al , morded 04-4k. Map umber Parcel Number 1.3 Zoning Information: - o .WL4 P sidence_ Zoning District Proposbd Use 1.4 Property Dimensions: 8500 Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front. Yard ' ' Side Yard Rear Yard R •red... Provide Required Provided R 'red Provided D ao' as' �D a0'`0"4— J0 Q lo, 1.7 Water Supply MG.L.C.40. 54) ,, . 1.5. Flood Zone Inforwation: Public Private ❑ .. Zone Outside Flood Zone 1.8 Sewerage Disposal System: Municipal On Site Disposal System 0 " SECTION 2-- PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.11 Owner of Record UL1 6a S'I". Iy. ign&uf r 1'np 01'3y Name (Print) Address for Service 52L aq- a Signature Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: t°ff�–�.unn"h O,CC, �4 Licensed C cti upervisor: ,, e Bob qO9 � A) i n�0utr �� DI �7� Address C9�J �Q Signature ; Telephone Not Applicable ❑ CS QRS2 ' Q(01s,(0 License Number Expiration. Date 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date , Signature Telephone I' SECTION 4 - WORKERS COMPENSATION (M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. 'Signed affidavit Attached Yes ...... No ....... 0 SECTION 5 Description of Proposed Work check allapplicable) New Construction X Existing Building • ❑ Repair(s) ❑ Alterations(s) ❑ Addition _ ❑ i Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: cbon_ _ Or a slnQb- Fam; /u hnotL- o,� Peaches rarrn I SECTION 6 - ESTIMATED CONSTRUCTION COSTS I Item Estimated Cost (Dollar) to be Completed by permit applicant kgUFkICIALUS]E;OILY 1. Building o �Q (a) Building Permit Fee Multiplier 2 Electrical SOON (b) Estimated Total Cost of Construction 0 L 0 4 L 3 Plumbing 7000 . Building Permit fee (a) x (b) Q a 4 Mechanical HVAC Cl 000 5 Fire Protection x004 6 Total 1+2+3+4+5 00 0 1 Check Number l d 1 dz . SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, �Qz Q f6CkJ ad�l An U + i as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date _I SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION property a U U _ Hereby declare that the statements and belief Print Si ture of Oer/PI' ent NO. OF STORIES BASEMENT OR SLAB SIZE OF FLOOR TIMBERS SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDER HE OF FOUNDATION SIZE OF FOOTING MATERIAL OF CHIMNEY ,as Owner/Authorized Agent of subject on the foregoing application are true and accurate, to the best of my knowledge 10JWt Date SIZE I S} Gir 1 a xIG' O C.2 dxlOts�ifo W", aC 15' @ tA" 0.0 � x& PT 1 31710,1 thlae G aII 16" aboo-L Ynchr"n THICKNESS (.qn" X IS BUILDING ON SOLID OR FILLED LAND �)Q I 1 IS BUILDING CONNECTED TO NATURAL GAS LINE 2 FORM U -LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT 'lam Iflapoz I LC _ _. PHONEkL.:QL& /O Plan # Iy50'a, os recarde� LOCATION: Assessoes Map Number Qt L,1,&irgnU ezei PARCEL SUBDIVISION' bJJU _ [ 1 CIii LOT (S) 6— STREET fhlcArm �,aY, Q ST. NUMBER I*************************�"**!*****OFFICIAL USE ****** AGENTS: ,TOR DATE APPROVED COMMENTS FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS UBLIC WORKS - SEWER/WATER CONNECTIONS —1 - o DRIVEWAY PERMIT FIRE DEPARTMENT „rs vG' Tfe RECEIVED BY BUILDING INSPECTOR DATE Revised 9%7Im I I !Ifa !0, k-=heev Dj F; ".-I-IL"J ;o'T pri'vad Yvicu, )t Ff ;,;-I F' 7 U 0 �J A J C, 7 V C FI, 9 1'n7"T 0 31'A,11! 11! 3 T X5 .- . - - I I - - --- . - . — I - - — - ---- --- -- I.. - -- . - -1 i u -" ftiPMa '3 4 t A'CA 5ff IR;?. rill (A' 1XmIna FORA'I 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 I — 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 Fannin North Andover. Massachusetts". 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 20 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 Z6 Majority of the Planning Board of the Town of North Andover COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. November �� `1', 2003 Then personally appeared Dth,J ryh_ , -once o,�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, NibMWAI(I ORO I Notary'Public V My Corhmission Expires 2 of 2 'K0259882.1) g1 r PEACHTREE LANE PROPOSED 40' WIDE S29653'44"W - - S29°53'44"W THIO P1 AN IC INTFNOFl1 FOO-70Nl A uu_N��TI IC UCTURE SHOWN CONFORMS^ WN'bMIRb`PLANsAANb"kkWkds fiRETluii�n(!�i'��A1?TIf� ERr��A iRIIG�T `D`' dLSO. ACCSI SING' 91r.1 14—.rn....-r� inr� �� �:.v�^r :.: ..Tcr,. x. r �r r r 1.. .. ""' � � r. .. , 1. -", Y AWINSTRUMENT INSTRUMENT SURVEY. THIS PLAN uVMMUNI i T VANC.L IVU. uytS UUUtS L 5riOuL$j fvOT OE U3ED rOR rROPCRT't' DATCD 6/2,"1003 , T11C l-Tr-tu0TuftC is P4V J LVG?ITLV . LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CORTIFIED FOUNDATION PLAN Ln -T F : PP At"WTPEE 17nRM� Mq,ROUIONDA & A4400_,LP_ NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTRSTONEHEE DEVELOPMENT, L.L.C. 62 ON HAAM, AVE. SUITE I , MA. 02180 Ku. bux 3U39 (got) 430-6121 ANDOVER, MA 01810 SCALE:1 "=30' DATE: 1/13/04 � 00.00' �' "" �� ' 100.00 22.2' I Z 9.4' I TOP FOUNDATION O O ELEVATION=272,65 C cm o � jLOT �, 12 500 S. F. cry I �.a n .1. !1,. �^1N r�% ��1 rrndUv t1�, 1 �7 MUF .IuC. -, 1 O 0.0 O I 'I I I , inn nn' ., �..� , 4_ f wE HEREBY _CERTIFY THAT WF H.AVF FXAMINFI) THIO P1 AN IC INTFNOFl1 FOO-70Nl A uu_N��TI IC UCTURE SHOWN CONFORMS^ WN'bMIRb`PLANsAANb"kkWkds fiRETluii�n(!�i'��A1?TIf� ERr��A iRIIG�T `D`' dLSO. ACCSI SING' 91r.1 14—.rn....-r� inr� �� �:.v�^r :.: ..Tcr,. x. r �r r r 1.. .. ""' � � r. .. , 1. -", Y AWINSTRUMENT INSTRUMENT SURVEY. THIS PLAN uVMMUNI i T VANC.L IVU. uytS UUUtS L 5riOuL$j fvOT OE U3ED rOR rROPCRT't' DATCD 6/2,"1003 , T11C l-Tr-tu0TuftC is P4V J LVG?ITLV . LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CORTIFIED FOUNDATION PLAN Ln -T F : PP At"WTPEE 17nRM� Mq,ROUIONDA & A4400_,LP_ NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTRSTONEHEE DEVELOPMENT, L.L.C. 62 ON HAAM, AVE. SUITE I , MA. 02180 Ku. bux 3U39 (got) 430-6121 ANDOVER, MA 01810 SCALE:1 "=30' DATE: 1/13/04 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 Tree Development LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters relative to a certain Building permit(s) issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this day of J e.2003. S TT LMA SE 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DZVPLOPMENT 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. AQENT WILLOWS INS AGCY INC OR 522 CHICKERYNG RD PRODUCER: N ANDOVER, MA 01845 AGENCY FEIN: 223 8 56664 CLASSIFICATION OF C COMBO I.D. 000139954 COVERAGE GROUP 0139954 STATUS OF EMPLOYER Limited Liability COM Coverage under this assignment applies to Massachusetts operations only. For Coverage outside of Massachusetts, Contact the appropriate Pool or Plan fol: 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 2PENTRY-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 * * LETTER 10: 419932 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street • Boston, MA 02110 (617)439-9030 • FAX (617)439-6055 • www.wcribma.org 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 instrumentiplan 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 'Gree 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 20Q3. S TT L. MA SE 2'd OifsB-SES-BLB SRaujoa-Zd dlo:E0 Co 91 unr 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 CDICKERING RD PRODUCER! N ANDOVER, MA 01845 AGENCY FEIN: 223 856664 COMBO I.D. 000139954 COVERAGE GROUP 0139954 STATUS OF EMPLOYER Limited Liability Com 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 CLASSIFICATION OF OPERATION 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 * * LETTER ID: 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street • Boston, MA 02110 (617)439-9030 - FAX (517)439-6055 • www.wcribma.org ar�a— ) tla Ljm3 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release ld Data filename: K:\Laudani\Peachtree\HouseA\4996.rck i_Ot # & PROJECT TITLE: Peachtree Development CITY: Reading STATE: Massachusetts HDD: 6573 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 11/21/03 DATE OF PLANS: 11-21-03 PROJECT DESCRIPTION: House A COMPLIANCE: Passes Maximum UA = 500 Your Home UA = 486 2.8% Better Than Code (UA) Boiler 1: Other (Except Gas -Fired Steam), 80 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release I (formerly MECchec� and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designers _ Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1350 30.0 0.0 47 Ceiling 2: Cathedral Ceiling (no attic) 502 19.0 0.0 26 Wall 1: Wood Frame, 16" o.c. 3038 13.0 0.0 225 Window 1: Wood Frame:Double Pane with Low -E 222 0.340 75 Door 1: Solid 14 0.180 2 Door 2: Glass 61 0.340 21 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1917 19.0 0.0 90 Boiler 1: Other (Except Gas -Fired Steam), 80 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release I (formerly MECchec� and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designers _ Date z o . w . N ZD d (D. -1 y y rrn CL M cD 0 3 o 'c m c 3 � co o .o. N -� n y 0 N c (DD 0 - 4 ��� _ CD o �3'� x a � � o _? a `o CD 'y fD • = fD d cm3 L a �3 CD o O c � -. fD C D1 0 n (D M�. A °I�i r. .+ o _ 1 Imo, F CD =_q x a �y 3 ;�kwCD ® Q., CD i C CL S: y .Z Z cw `c n • ?- a -1 •2 0 °1 -« ... ci .•� _ � -,no �D N 0 3 o n i m3 o a= -0r 3 a V� . 0 u3. m < aC (Q c 1 Ln as 2 •.. c -, ® E 0 < E o �. ®� Ln m a fA ... N l al cl 3 a. 3 z o . w . N ZD d (D. -1 y y rrn CL M cD 0 3 o 'c m c 3 � co o .o. N -� n y 0 N c (DD 0 - 4 ��� _ CD o �3'� x a � � o _? a `o CD 'y fD • = fD d cm3 L a �3 CD o O c � -. fD C D1 0 n (D M�. A °I�i r. .+ o _ 1 Imo, F CD =_q x a �y 3 ;�kwCD ® Q., CD i C CL S: y .Z Z cw ;fi s w• 1� 1rW _ _ 74 k i fi> C c ?� O Os d S m42 10 y c m CO2 m C9 a �, m ® c T mD) c y CO O O N O b4 0 _' m ca ® -S! 1=0 C9 ^ O O O N C7 .� O O C =r y A. 1„ _C 9 0.ACL �• .C, ire m m NAT b o m Cri � N O Ho dN z CL cn W =r cn N v y o'� R m- z N 0 o� CD cn m cnca n '` ...� =r r : J� rz lb n o C/) �. C/) A o v O ICD i H s 4 d o x � x lb 0 oCA r H to vi"O d 1 CD c� Z O y AA d � C9• m ==� C m aa. CO) X ��C-) rn CL CD m CO) c CD o m CD D C �. _ �O �y CD y �= C=D C c ?� O Os d S m42 10 y c m CO2 m C9 a �, m ® c T mD) c y CO O O N O b4 0 _' m ca ® -S! 1=0 C9 ^ O O O N C7 .� O O C =r y A. 1„ _C 9 0.ACL �• .C, ire m m NAT b o m Cri � N O Ho dN z CL cn W =r cn N v y o'� R m- z N 0 o� CD cn m cnca n '` ...� =r r : J� rz lb n o C/) �. C/) A o v O ICD a Z s n o o x x o 0 oCA r H CD 1 AA o C CD C c ?� O Os d S m42 10 y c m CO2 m C9 a �, m ® c T mD) c y CO O O N O b4 0 _' m ca ® -S! 1=0 C9 ^ O O O N C7 .� O O C =r y A. 1„ _C 9 0.ACL �• .C, ire m m NAT b o m Cri � N O Ho dN z CL cn W =r cn N v y o'� R m- z N 0 o� CD cn m cnca n '` ...� =r r : J� rz lb n o C/) �. C/) A o to �- G1 C a o tom" GO o o x x o 0 oCA r H g x O 4 W M y 09 O C "r\ / M,- �1 IEE LANE r-rsvr-v�'c�J A0 WIDE 514J �.5 44 W 5!J 5J 441 W . ` 10Q. 00 100, 00' 22.2' TOP FOUNDATION O ELEVATION= 272.65 I f I cn r 0 - 0 12500 s.F. o l Ll 54-8' � 0, 29 Ac. I Q G I 12 r. 4 �i�., � d, � STEPHEN M. MELS . IUB ' 1 00.00 10 0.0 0' No. 3e;=h3 — 4- r S29`5,3'44"W o „ S29 53 44 V THIS PLAN IS INTENDED FOR ZONING PURPOSES ONLY. IT WAS PREPARED FROM EXISTING PLANS AND RECORDS WITH THE STRUCTURES SHOWN LOCATED BY AN INSTRUMENT SURVEY. THIS PLAN SHOULD NOT BE USED FOR PROPERTY LINE DETERMINATION. WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE_ 'PREMISES AND THAT THE BUILDING IS LOCATED AS'�HOWN. THE STRUCTURE SHOWN CONFORMS 'TQ tTHE ZONING t_AWS RELATIVE TO REQUIRED SETBACKS OF THE— MUNICIPALITY WHEN CONSTRUCTED, ALSO, ACCORDING TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 250098 0006 C DATED_ 6/2/1993 , THE STRUCTURE IS 'NOT LOCATED IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE, CERTIFIED FOUNDATION PLAN LOT 6 PEACHTREE FARMS NORTH ANDOVER, MA PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. P.O. BOX 3039 ANDOVER, MA 01810 MARCHIONDA & ASSOC.,L'.P. ENGINEERING AND PLANNING CONSULTANTS 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 (781) 438-6121 SCALE:1 "=30' DATE: 1/1 3/04 S31tiI0OSS10:30aNOIH021tiW Wd 6b'=Z.T b00Z-£.T-1flf M m nsME=c=sem PEACHTREE LANE PROPOSED 40' WIDE 44 W V 4 VV ` 100.00 100.00' 22.2' � I i 9.4' I I TOP FOUNDATION 16,fi � O I ELEVATION=272.65 0 ( I I I m I cn Q LKjgff�*: N -crI 2250o s7 © Ll 0.29 Ac. 54.8' I O I 12 �FSTCPHEItI MI=LE ,:;IUB N " 100.00 �� 100.0.0' No. 3e;"" _ 4_ i S29"5344"W S29053'44"V he v THIS PLAN IS INTENDED FOR ZONING PURPOSES ONLY. IT WAS PREPARED FROM EXISTING PLANS AND RECORDS WITH THE STRUCTURES SHOWN LOCATED BY AN INSTRUMENT SURVEY, THIS PLAN SHOULD NOT BE USED FOR PROPERTY LINE DETERMINATION. WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE'PREMISES AND THAT THE BUILDING IS LOCATED AS SHOWN. THE STRUCTURE SHOWN CONFORMS 'TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF THE` MUNICIPALITY WHEN CONSTRUCTED, ALSO, ACCORDING TO THE F.E.M.A./H.U.D, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 250098 0006 C DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 6 PEACHTREE FARMS MARCHIONDA & ASSOC.,6 P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. 82 ON AVE. SUITE I STONEHAAM, MA, 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MA 01810 SCALE;1 =30 DATE: 1/13/04 '17996 8£tp T8L S31'kiIOOSS013UaNOIH3210W w v.e e z - 22.,T -I, I Atlantic Design.'Resources- Ltd. 152.Porismouth Avenue, Stratham, New Hampshire 03885 Phone / Fax 603/4-18-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For LOCATION 47 Peachtree Lane Peactree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204033 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGSFOR 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, MAYBE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. �e. o "? f s ' �,. • ' ! . n k- ray.;"S - I i H Y D R A U;:L I C C.A L C U L A.T I 0 N S C 0 `V E R S H E E T Lot'.# 47Peadhtree-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 T E R P U M P'S NUMBER OF BOOSTER PUMPS' 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM.PRESSURE PER SPRINKLER (psi) 11.11 THIS SYSTEM OPERATES 'AT A FLOW OF '28.42 gpm AT A PRESSURE OF. 46.27 psi AT THE BASE OF THE RISER (REF. PT.- 2) PIPES USED FOR.'THIS.SYSTEM 018 COPPER'TYPE 'L!, 009 BLAZEMASTER CPVC -:raj . f`�'� i' :�' rr, ��� Lot 047Pea&tree Lane- N. Andover-, Ma.NFPA-13 D 2 head sprinkler test PAGE 1. HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] .TEST AREA 3 [ ] REMOTE AREA Elevation.of sprinklers ,= Elevation above water. test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 21 4.20 2.5.00 14.42 11.78 0.00 11.78 22 4.20 25.00 14.00 11.11 0.00 11..11 THE SPRINKLER SYSTEM FLOW IS. 28..42 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ YARD HYDT. FLOW 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 - 48.42 gpm AVAILABLE PRESSURE 64.97 psi AT- 48.42.gpm. OPERATING PRESSURE. 54.10 psi AT 48..42 gpm PRESSURE REMAINING 10.87 psi THE ABOVE. RESULTS INCLUDE 9.00•psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER ]_ DETECTOR CHECK VALVE [ ] OTHER DEVICE Lot.047Pea6htree Lane= N. Andover, Ma MPA -13 D.2 head sprinkler test PAGE 2 FITTING Equivalent Length per NPPA 13 1994, 6-4.3 "-'jndicates' 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. FRIG. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 28.42 75.00 23 3.32 120 18 1.265 0.100 0.000. 54.10 46.27 7.83 2 3 28.42 8.00 22354 4.98 120 18 1.265 0.100 1.733 46.27 43.24 1.30 3 4 28.42 35.00 22233 7.97 120 18 1.265 0.100 0.000 43.24 29.95 13.29 4 .5 28.42 21.00 33 7.95- 120 9 1.400. 0.061 9.100 29.95 19.08 1.77 . 5 6 .28.42_ 8.00 32 7.95 120 9 1.109 0.190 0.000 19.08 16.05 3.03 6 7 28.42 6.00 3 3.31 120 9 1.109 0.190 0.000 16.05 14.28 1.77 .7 8 28.42 6.00 3 3.31 120 91.109 0.190 0.000 14.28 12.52 1.77 8 21 14.42 7...00,. 33 6.62 120 9 1.109 0.054 0.000 12.52 11.78 0.74 8 .22 14.00 15.00 322 12.59 120 9 1.109 0.051 0.000 12.52 11.11 1.4.1 A MAX..VELOCITY OF 9.43 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 8 Sprinkler-CALC. Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 150.00 140.00 130.00 120.00 . P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 WAltH 5UrrLT/UtMAN U UrlArt1 Lot # 47Peachtree Lane• N. Andover. Ma NFPA-13 D 2 head sarinkler test rt- _ , , tqQ Fire & Building: Products CENTRAL Customer Service/Sales: Technical Services: Tel: (800) 381-93i [Pak: (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 jurisdiction. Failure todo so may Descripff on impair the integrity of these devices. for residential occupancies up to and The owner is responsible for maintain - The Series LFII (TY2284)' Residential . ing their fire protection system and de - Flush Pendent Sprinklers.are decora- vices in proper operating condition. tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed'for use in residen- . manufacturer should be contacted tial occupancies ;such as homes,L relative to any questions. apartments, dormitories, and. hotels. Approvals When aesthetics is the major consid- S rinklerlModel p eration, the Series LFII (TY2284) posed to sufficient heat from a fire, the should be the first choice. Identification The Series LFII are to be used in wet Number pipe residential sprinkler systems for away. At this point the sprinkler acti- one- and two-family dwellings and Discharge Coefficient: manufactured homes per. NFPA 181); SIN TY2284 wet pipe residential sprinkler systems for residential occupancies up to and Technical Including four stories in height per . NFPA 13R; or, wet o erafloii P pipe sprinkler sysw' tams Data for the'residential,portions of any occupancy p'er NFPA 13: Approvals The sprinkler assembl contains a small fusible solder element. When ex - The Series LFII (TY2284) has a 4.2. UL and C -UL Listed.. posed to sufficient heat from a fire, the (60,5) K -factor that. provides the re- quired residential flow rates at reduced Maximum Working Pressure: solder melts and enables, the internal components of the sprinkler to fall pressures, enabling smaller pipe sizes 175 psi (12,1 bar) away. At this point the sprinkler acti- and water supply, requirements. Discharge Coefficient: vates with'the deflector dropping into The flush design of 'the Series LFII K = 4.2 GPMlpsi1/2,(60,5 LPM/barl/2) its operated position (Reference Fig- (TY2284) features a, separable es- Temperature Rating: ure 1C); permitting water to flow. cutcheon providing 318 inch (9,5 mm) 162°F/72°C vertical adjustment. This adjustment . Vertical Adjustment: reduces the accuracy to which the pipe 3/8 inch (9,5 mm) drops to the sprinklers must:be cut to help assure a perfect fit installation. Finishes: The Series. LFII (TY2284) TY2284 has been Sprinkler and Escutcheon: White, Chrome, or Black designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- physical Characteristics: . tial fires and to improve the chance for Body .............. Bronze Deflector ............ Copper occupants to escape or be evacuated. Valve Cap ........... Brass Orifice Seal ......... Copper WARNINGS Heat Collectors ....... Copper. The Series LFIi (TY2284) Residential Flush Pendent Sprinklers described herein must be installed -and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National. Fire Protec- tion Association, in addition to the Page 1 of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum.required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Tattle A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler -flow, rate is the minimum required ..discharge from each of the total number of 'design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is -to be the the four most hydraulically de- manding sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft over the °design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers.' Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Aesidential Flush Pendent .Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal 'ceil- ings (i.e.,, slopes up to a 2 inch rise over a 12 inch run) with beams when installed In accordance with the follow- ing criteria: General Information. The basic con= sept of this protection scheme Is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets), to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as 'secondary beams". Primary and 'Secondary Beam Types. Solid surface, solid or hollow, core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- Minimum Flow N and Minimum Flow (b) and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling _ For Sloped Ceiling (Max. 8Inch Rise for 12 Inch Run) Area(a) FL (Max. 2 Inch Mise (Max.'8 Inch Rise Three sprinkler design when there are more Ft. x Ft. (m) for 121nch:Run) for 12 Inch Run) than two sprinklers in'aeompartment. (m x m) 162"F172°C 162°F/72°C 162°F/72"C 12 x 12 12 13 GPM (49,2 LPM) _17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 14x 14 14 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi (0,66 bar) 16A psi (1,13 bar) 11.1 psi (0,77 bar) 16x 16 16 14 GPM (53,0 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 18 x 18 18 18 GPM (68,1 LPM) 19 GPM (71,9 LPM) 18 GPM (68,1 LPM). (5,5 x 5,5) (5,5) 18.4 psi (1,27 bar). 20.5 psi (1,41 bar) 18.4 psi (1,27 bar) 20x 20 20 22 GPM (83,3 LPM) 24 GPM (90,8 LPM) . N/A (6,1 x 6,1) (6,1) 27.4 psi (1,89 bar) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum.required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Tattle A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler -flow, rate is the minimum required ..discharge from each of the total number of 'design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is -to be the the four most hydraulically de- manding sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft over the °design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers.' Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Aesidential Flush Pendent .Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal 'ceil- ings (i.e.,, slopes up to a 2 inch rise over a 12 inch run) with beams when installed In accordance with the follow- ing criteria: General Information. The basic con= sept of this protection scheme Is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets), to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as 'secondary beams". Primary and 'Secondary Beam Types. Solid surface, solid or hollow, core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- TFP4,?0 • • . 3/32" (2,4 mm) TYR FACE OF DO NOT SPRINKLER OVER -TIGHTEN `FITTING t 29/3213/16' (23,0t4,8 mm) CEILING LEVEL MOUNTING TOLERANCE SURFACE LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2' (50 mm) DIA. l- - I 29/32t3M6" I. - (23.0:t 4,8 mm) - O (57,2 mm) HEAT COLLECTOR 2-15/16" (75 mm) DIA. B 12'NPT l- -� 7/16(11j mm) . NOMINAL MAKE -1N 9/16" (14;2 mm) t- 1 15116" (23,6 mm) D DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Page 3 of 8 WRENCH RECESS #4948 WRENCH &SOCKET COMBINATION uk ACCEPTSWRENCH 318 SOCKET #4947 DRIVE \ SOCKET \ FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINA710N .. . , .. ....... - __-- - .. .. -, _ .. ,. ,. .� .. � .... R ..�I. _ - i � � �. •iii.-: ... _ i R. - i _ .. ... i e . .. � � � II� .. � � �. .. .. � � . � i � j _ � � - _ ,i � ti i ._ - ,. .. � - i —... .. -. .. .. �. .. f .. � I ,. .. .. .. E V �� - - _ .. .. .. .,_ .. � � � , A �� r J � r ... .. .1 � _ Y - I Page 4 of 8 TFP420 E E E E CD V1 . �C v N 0 FLUSH TY2284 POSITION B �z E E CD M N i Li-19. TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2- (50.8 mm) FIGURE 4 SPRINKLER POSITIONING UNDER PRIMARYBEAMS (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 ft. - 4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing.7he 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. 56). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 5C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 5C). Lintels. Untels 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. 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. t .. a �, .. r i e � � A t..: , . 4 ` ... . y. �. _ � i � .� r �. 4 —. t _ .. t .� , k .. a. { � ., ' r -, �. L , �,. <<, _ i � ,� �, � .-. ... i :1. � : , - +. - .., . TFP420 Page 5 of 8 PRIMARY BEAM COMPARTMENT WALLS —A A W (356 mm) MAXIMUM A-T-rIo&4r(1,0to 1,8M) FOR PRIMARY BEAMS HAV . ING A 14* (356 mm) MAXIMUM DEPTH V -(r (64 M) MAXIMUM FIGURE 6A PRIMARY BEAM SPANS UP TO W -W (6.1 m) A A- F ....... . . . . . . . A - 3-4' to F-(rL (1,D to 1.8 m) FOR PRIMARY BEAMS HAV - SECONDARY B ING A 14' (356 nun) MAXIMUM BEAM DEPTH s ¢ B= W -W (6.1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TOStEQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM AND THAT.MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED M) COMPARTMENT WALLS FIGURE 613 PRIMARY BEAM SPANS GREATER THAN W -W (6,1,m) - - - - - - . . . . . . . . . . . A A T4' lo 6!-(r (1.0 to 1,8 m) FOR PRIMARY BEAMS HAV- 'ING A 14"(356 an) MAXIMUM SECONDARY C DEPTH BEAM C - 342- (1.0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 251/6 OF PRIMARY BEAMS PRIMARY or— BEAM C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF *REFER TO PRIMARY BEAMS FIGURE 513 COMPARTMENT FOR SPANS WALLS EXCEEDING W -W (6.1 m) FIGURE 6C commmnom OF PRIMARYAND SECONDARY BEAMS r-7GURE 5 BEAM ARRANGEMENTS (Refer to the -Beam Calling 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. Limited Warranty 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 FOREGDING WARRANTY IS - MADE IN LIEU .OF ANY ANDA I OTHER WARRANTiESEXERMOR IM. PLED, INCLUDING WARRANT/ES DF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR P 1Q. POSE, Page 7.of 8 Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2284), k=4.2, Residen- tial Flush Pendent Sprinkler without Escutcheon and having a (specify) finish, P/N (specify). Chrome .................. 51-123-0-162 white .................... 51-123-4-162 Biack.................... 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 56-0004.947. Wrench. & Socket for Series LFII (TY2284) Residential Flush_ Pendent Sprinkler, PIN 56-000-4-948. Protective Cap Removal Tool'for Se- ries LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-300. FIGURE BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Crfterla" section) fitting to the mounting surface will be installation nominally 29/32 Inches (23,0 mm) as 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 NPT sprinkler joint should be obtained with a,torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler Inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for In- sufficientadjustment 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 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 P. 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. f=igure 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- kier, or the the Escutcheon cannot be engaged sufficiently to contact. the ceiling, relocate the sprinkler fitting as necessary. TFP420 * USE DISTANCES SHOWN IN FIGURES 5A, 5B & 5C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALLSURFACES 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 - #tied. 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 orover 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 twisttsiippage, or the like, must be replaced. The owner is responsible for the in- .Sanas 909 «Engineered for high Sizes V - 21' capacity relief" To prevent back -siphonage and backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross -connection. Use Series 909 for backflow protection in cross -connec- tion control and containment at the service entrance. The 909 high capacity relief incorporates the "air-in/water-out" principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow, preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 909QT. Sizes 3/a" 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/" and 1" only) FAE - with flanged adapter ends (11/4",11h", 2 only) Features • Quarter -turn ball valve shut offs • Replaceable bronze seats • Designed pressure drop Modular design • Simple and economical service •, No special tools required for • High capacity relief protection - servicing against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 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" 9090T has NPT female threaded body connections. 11/4" - 2" 909QTM1 has NPT male threaded body connections. Dimensions-WeightS (approximate) Size Dimension (i ches) Wgt.(lbs.) inches A 8 C D E F G 1 H We strainer . Ye 21 Yi 1 17'/ 7Y,a 4 1 4Ye 11Y. 6Yi 1 37A 15% 14 1 22'% 17346 7a/,e 4 4% 13 7 37/e 17Yz 15 1Ye 25% 20% 10% 5 6Yi 14 7Yz [1/4 4234 40 1'/z 27Yiie 21 V4 103/e 5 6% 15 7'/z 44 40 2 303/i 23Ye 10Ye 5 6Yi 16 73'i 1 473'6 40 g For more information, send for ES -909S Reduced PressureZonw, Fl Patent/ 4,241,752 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 mechanicalfirrigation system flow rale (7.5 feet per second) ' �����1i1•��1 l�It■�fi•C i���■ ��if•�f■ Ifit■�fi■1 if��it��.11t■�0■� 20 is 15 210 20 0 15 L 10 20 015 10 0. 20 015 610 ���fi•I ��fffi�ft.��i �Ifl• l�f�; �l�t�t�t��ti�t� f�!•�� �fti•f�t����l� f1f>•��i� �f1f1■�it�ilfl•�I■�s ���■■t�tttt■���� t��tto■■��lit•��� ���■■����lttt■� rem■■t�l•i��� �it•0i1•■ ■��f1f1f1•i1��� 10 201.130 40 50 60- 70 80 90 100 GPM 2" 909M1 5 7.5 10 15 FPS 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS VSR-SF UP.POTTER _ FOR SMALL PIPE VANE TYPE WATERFLOW Potter Electric Signal Company 2081 Craig Road • St. Louis, MO 63146-4161 .(314) 878-4321 • (800) 325-3936 www.pottersignal.com f' k F. y -A 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 ALARM SWITCH WITH RETARD Potter Electric Signal& Mfg., LTD. 55 Glen Cameron Road Thornhill, Ontario, Canada UT 1 P2-, (905) 8132-1833 UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS 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. • NEMA4/IP55 rated enclosure -use with appropriate conduit fitting. -Temperature range: 40° F to 120° F (4.5.0 C to 49° C) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler. N FPA -13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fre 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 nstallations-with the proper adaptersso that the specified TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unit. by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector'A,.- 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 - ZS7 FIG.1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL Odle o� MG. 7923-3 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 "8• SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B". TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 21/2• 1 114`+118' -1/16' (50mm to 65mm) (33mm s2mm) 3' to 8' (80mm to 200mm) (SDmm t2mm) DIRECTION OF WATERFLOW I DWG. 1761-30 VS R".F VANE TYPE WATERFLOW SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TYPICAL ELECTRICAL CONNECTIONS TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50171`.=LBS OF TORQUE MOUNT ON PIPESO ARROW ON SADDLE POINTS IN DIRECTION. OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX..RETARD SETTINGS (IN SECS.) 0. 0 -25 110A B 20-40 CD 35-55 50-70 E 60-90 LOCAL BELL TRANSFORMER STYLE B (CLASS B) END-OF—UNE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ON CLOSE ON ALARM ALARM EOL RESISTOR SIGNALING DEVICE SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION FROM OPEN ON CLOSE ON TO ADO'L OPEN ON CLOSE ON ALARM CONTROL ALARM ALARM PANEL DEVICES OR RETURN NOTE: FOR SUPERVISED CIRCUITS SEE 'SWITCH TERMINAL CONNECTIONS - DRAWING AND CAUTION NOTE (FIC. 1). ALARM TO CONTROL DWG. #761-15 NOTES: 1. The Model VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provision's 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 acWate this device. IMPORTANT NOTICE: Please advise the person responsible' for testing of the fire protection system that this systemmust be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001- REV L PAGE 2 OF 2 MFG. 05400761-11195 .. � � .. .. f � . I � .. � . ,. ' - � � l � I 7 i - .. �. .. a e .. j I I I I� .. i - � � � � � .- .. _ i ., II �. - I ... '. . 1 . '� 7 .� -SERIES 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 Mr -24 -LSM (strobe/horn shown) PRINTED IN USA MKT. #88.60002- REV A PAGE 1 OF 2. 11/05 dBA and CurrentRatings Model MT 12/24' MT -24 -LSM (Horn) (Strobe/Ham) Stock No. 1610914 Stock No. 1610915 Tone` Amps at 24VDC Typical i dBA at 10' Amps at 24VDC Typical dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.3BB 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. #88.60002- REV A PAGE 1 OF 2. 11/05 • e •° O• 4, "Wr'p �. �•': •: �::'ir :tis• r::. •gr'O.T .Q .� •ir � .C1 ,.�.•a •r � ao •• L�='��P o�'`Sri} °�'�'�'`•�Yc�•1 '�! ,•'�': ''p ,J '+iAPr�•�,'�.� �,: �.4 �Vf;ji,7., •:jf• a- yQO a- P Yr���''r ° • • 'r }Iii," '�` • rl •:,....;!.: '• 0 ' . 6O �A Lao bi' p/� . �!:; •X'�';,::;:•• :.w4, rT,.iii•• v • y , • • F } ao•� 4 !. qLJ W. ab •,mow /) r . i • i Y • v° t 1• r :1% :p Ali( U O• C t ., • S.ii r ` 1 ' i .C. •i� • :,�Nti qr.:!•�• :h`;r, �f. 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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. r Use of antifreeze solutions should also be in conformance with -any state or local health codes. � Please contact your local health authorities if you ��. have any questions concerning the. codes in your.area. .- Maintenance: `�'X'a•5 _ Because the chemicals which compose FireFighter and FireFighter PG can breakdown over time, systems should be tested to determine the level of freeze protection at.the beginning of each freezing season. Slowly open the supplyvalve wide. . To test the freeze protection level of FireFighter, use a , small hydrometer to.determine the specific gravity of "a .:� the solution. To maintain—15°F flow protection, the o specific gravity of FireFighter should be 1.141 at 71°F. to the system at the valve marked # 2 in the diagram r i _ To test the freeze protection level of FireFighter PG, use a small hydrometer to determine the specific • •. •�6 y gravity of the solution. To maintain a. 15°F flow - p1% ^° protection, the specific'gravity of FireFighter PG should �: • �F•` be 1.030 at 77°F. �•� When the test indicates that the solution has i' weakened, empty the system and replace with fresh V4; ~r��` PG, according to the nfstal ation�n tru tiontSr VXj � 0 0 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 sprinkler, use one of the following installation procedures: i # Non -Freezing I 12 ins. -- Solution Approved Indicating Valve IWall Drop 5 ft. min. # %Mem_ -Check Valve 11/32" hole in Clapper) LDrain Valve Please turn to back panel for additional infarmation. C f•!4 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. 'ti :ry 2. Tighten the sprinkler heads and open the.valve marked #1 until the'droppipe.and the section of pipe above valve #1 are empty. 3. Close valve #1. Close the filling connection valve. - Slowly open the supplyvalve wide. o Use a small pump. to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram r i below. • •. •�6 y HEATED AREA UNHEATED AREA a • •; �4 Filling Cup Sprinkler Head �: • �F•` Water Supply I �•� + _ _� t77 i i # Non -Freezing I 12 ins. -- Solution Approved Indicating Valve IWall Drop 5 ft. min. # %Mem_ -Check Valve 11/32" hole in Clapper) LDrain Valve Please turn to back panel for additional infarmation. C f•!4 1PRQDUCt DESCRIPTION FireFighter and FireFighter PG are non-toxic#, antifreezes designed specifically for.fire protection systems. These products are;used in placeof 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 CPVC. Sizes: FireFighter and FireFighter PG are available in: One gallon plastic bottles [6 per case]. -Five gallon pails ,r30 gallon drums -55 gallon drums — 5000 gallon tank trucks Color: �. - - :.� _FireFighter is orange -o FireFighter PG is red Applications: Wet fire protection sprinkler systems Ingredients: 9, V FireFighter: -Active Ingredient:. Glycerine Other Ingredients: Water 'r' Viscosity Reduction Agent Dye ,a FireFighter PG: ` _ Active.ingredient: Propylene Glycol — y Other I er ngredients:-Water Viscosity Reduction Agent y . Dye .n o� 'FireFighter Freeze Protection Fluid" is a trademark of The Noble Company. "alazefdlester• is a registered &odemark of III Goodrich Non-toxiC is used to describe extremely low chronic end acute toxicity. No maximum safe intake for humans has been established. The product is •pconsidered 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 (760 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 8.046 _ Boiling Point at Atmospheric Pressure (760 mm) is 222°F Freeze Protection. Properties: FireFighter and FireFighter. PG: _Minimum Fluid Flow Temperature is —15°F —Minimum 'Burst" [Hard Freezel Temperature is Flammability: FireFighter and FireFighter PG are not flammable since they have no measurable flash point [P..ensky- Martens Closed Cupl; however, both products can flash or burn if, the water content is evaporated off. ?, ,r. mss �• • FireFighter: Point is 350°F** —Flash -'Fire Point is 400°F** FireFighter and FireFighter PG are virtually harmless ' FireFighter PG: _Flash Point.is 214°F* ^b` -Fire Point is 2200F** 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 e• �� r "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 Specifications, installation design, installation techniques• and unique applications will be reviewed upon request. Address inquiries ATTN: FireFighter Technical Support. Field service is available through factory representatives and Noble Company staff. Contact The Noble Company for local representatives. N! The Noble Company 614 Monroe Street Grand Haven, Michigan 49417 Phone: [61618427844 k 000-67$ _662 S FAX: 161610421547 fa h Printed In USA .ti✓a'! ©1989 The Noble Co. Form 6FFPIG 289 Series 909 "Engineered for high Sizes 3/4" - 21" capacity relief To prevent back -siphonage and backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross-connection.- Use ross-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, 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",1'h", 2 only) Features • Quarter -turn ball valve shut offs • Replaceable bronze seats • Designed pressure drop . Modular design • Simple and economical service e No special fools 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/a" -1'.' 909QT has NPT female threaded body connections. 1'/4" - 2"'909QTM1 has NPT male threaded body connections. Dimensions- eightS (approximate) SizeDimension (i rhes) Wg .(ibs.) inches A e C D E F G H win strainer V, 21'/4 171/ M, 4 1 431, 11% 61/, 31A 15% 14 1 221/ 173/ie AN 4 .43/4 13 7 3'h 17'h 15 11/4 25% 20% 103A 5 6% 14 71h 5'/4 42% 40 11/: 27% 213/4 103/a 5 6% 15 7'h 51/ 44 40 2 303/4 23%e 1 103A 56s/i 16 7'Yi 5'/ 473/e 40 3 (IF g . For more information, send for ES -909S Reduced PressureZ,.a-11 Patent 14,241,752 909QT-S JL . 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 mechanicalfirriga(Ion system flow rate (7.5 feel per second) � ���f1• t■�f�����rJ ����! ����tii•�tii•f� t�l��f� �si��l>•f��� S��i�f■��ti��i�0®� � 4 20 �15 L 10 5 0 20 (315. 10 0. 20 a10 1 Y4" .r. ra•it�f�il•■ �tt�ltt�lt�lt�l� ��!•fr•� ���f�fifr•� tlltf� is tltl� l llt� s fllll� � � ttttt�ttttt�tittt�I ftli�ttlltt�Itltt�J atlO r.... amara 11• � � f1f1• � i��l���fi•� r STRENGTH OF COPPER TUBING SAFE WORKING INTERNAL PRESSURES - "A NOTE.: (Allowable stress in pounds per square inch) 6000 psi 4- ...-2S00 S ...... . . . . . .. TYPE. K 3500. F S 3800 psi TYPE L 2500 psi m TYPE M !0 .10 1500F. 25000. 3506P. 4000F. 1500F. 2500F. 3500F. 4000F. ISOCF. 2500F. 3506t.' -4000F. Inch, :;.'0.D. (PSI)(PSQ 1.740 (PSI) (pSQ (PSI) (pSq (PSI) (PSI) (PSI) (PSI)(pSq (PSI) 2.796 3.049 .151 .162 .176 1.132 1.210 1.319 '/4 4.176 .232 3130 3030 1980 3so 1 0 0 5.232 5.808 6.204 .303.336 2 1950 1890 1230 BID 9X16 14.64 9.900 IOA88 .540 .573 .607 4.042 4.286 1530 1480 970 640 1160 1120 730 460 1160 1120 730 480 S 1200 1160 760 500 1.19 1.24 1.27 8.94 9.25 9.51 2 iA 36.12 55.9.2 1200 1160 760 SOD 900 870 570 380 750 730- 470 310 1/; 1170 1130 740 490 800 770 SOD 330 560 540 350 230 'A 920 890 580 380 740 720 470 310 500 480 320 210 3 ; /4 760 730 480 320 650 630 410 270 450 430 280 190 :Z 880 850 560 VO 590 570 370 250, 400 390 250 170 I '/n 680 660 430 290 510 400 320 210 340 330 220 146 550 530 350230 460 440 290 190 340 330 220 140 520 500 330 220 430 420 270 180 340 330 220 140 450 430 280 190 370 360 230 150 300 290 190 120 420 400 276 180 350 340 220 140 280 VO ISO 120 410 AIDO 260 170 330 320 210 140 260 250 160 110 380 370 240 160 320 310 200 130 260 250 160 110 370 '360 230 150 300 290 196 120 260 250 166 110 511s 360 -350 230 150 '286 270 180 120 240 230 150 100 370 360 230 150 260 250 160 110 230 220 140 100 390 380 25 0 160 280 VO 180 120 240 230 150 100 --101A 3910 380 250 160 290 280 180 120 240 230 150 100 211,:!41-::-N-t 1121A 390 380 250. 160 270 260 170 110 240 230 150 100 "A NOTE.: (Allowable stress in pounds per square inch) 6000 psi 4- ...-2S00 S ...... . . . . . .. 5900 psi 3500. F S 3800 psi 0 8:. S 2500 psi m K !0 m IS24 .936 wv z ,ry.1N`TERNALmVOLUME OF COPPER TUBING X Cubic Inches Per r Cubic Feet Per Gallons Per Foo of Tubing 100 Feet of Tubing 100 Hat of Tubing ;X.1- Soo 17 4. q es K L m K L m K m IS24 .936 .0542 ADS 1.740 1.908 .0882 ..101 .110 .660 .'753 .826 2A16 4.008 2.796 3.049 .151 .162 .176 1.132 1.210 1.319 '/4 4.176 .232 .242, 1.735 1.808 5.232 5.808 6.204 .303.336 359 2.265 2.514 2.686 'A 9X16 14.64 9.900 IOA88 .540 .573 .607 4.042 4.286 4.540 •.85 15.12 15.72 .88 .91 6.34 6.55 6.81 20.64 21.36 21.96 1.19 1.24 1.27 8.94 9.25 9.51 2 iA 36.12 55.9.2 37.08 38.04 2,09 2.15 2.20 15.64 16.05. 16.47 3 57.24 58.68 3.24 3.31 3AO 24.21 25AO .'*. 79AS 108.00 81.72 83.76 4A1 4.73 4.85 34.50 .24.78 35.38 36.26, . 4 110.52 112.80 6.25 .6AO 6.S3 46.75 47.84 48.83 140A 144.0 146A 8.1 '8.3 BS 602 623- 63A 217.2 224A 2262 12A 13.0 13.1 94.0 97.1 98.2 .310.8 321.6 326.0 18.0 1-8.6 18.9 134.S 139.2 141.3 24. �~ "cv.. a Table A-2-3.4 Copper Tube Dimensions Type K Type L Type Nl Nominal Outside Inside Wall 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) i•, 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) I 1:125 (28-G) U.995 (25.3) 0.065 (1.7) 1.025 (26.0) U.050 (1.3) 1.055 (26.8) 0.035 (0.9) 1 +/4 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 /z 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'/2 2.625 (66.7) 2.435 (61.8) 0:095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) 0.065 (1.7), 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2:945 (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 31/2 3.625 (92.1) 3.365 (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. )' 0.160 (4.1) 4.875 (123.8) 0.125 (3.2) 4.907 (124.6) 0.1.09 (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) 8 8.125 (206.4) 7.563 (192.6) 0.271 (6.9) 7.725 (196.2) 0.206 (5.1) 7.785 (1.97.7) 0.170 (4,3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0250 (6.4) 9.701 (246.4) 0.212 (5.4) . ,1 HANGER FOR C.P.V C. PLASTIC PIPE SINGLE FASTENED STRAP TYPE Size Range - 3/4" thru 2" C.P.V:C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec.. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in . this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not..intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab downward, does not act as a hanger, but can function as a restrainer -to prevent the upward movement of the sprinkler head during activation. Approvals Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. ° Patent Pending Minimum fastener size acceptable, #12 x 1-1/4 I,1 hardened hex head self threading screw. C.P.V.C. MAX. HANGER FASTENER APPROX. PIPE SIZE A B SPACING C (FT.) HEX HEAD SIZE LENGTH WEIGHT PER 100 3/4 -2-7/16 1-5/16 1-3/16 5-1/2 5/16 1-1/4 9 ^'a' 9 ��y c ♦ Sx. Uy"4' .�,"�tiJ't0'^,"yk .yly{.i�'.°§a.,y�+.°�.5"� �:J{` �, his 'n ,h�Cf � lt�vllr�ji" ?'.4 ,�.�+� nr a+. y, -ra 1-1/4 3-1/16. 1-5/8 1-3/16 6-1/2 5%16 1-1/4 11 . 1r` ...ar'�"a-.o-Ys!?='„,'°{g�7:'6E'?J2_SiSS.1'ni'.72'-71t1L+t79�.'f�SA4llf."✓,y72 rrx.r+.,-rn�.,a,..ersanaw.v�.r....,.......,...�...,.-a...,....- ........... _..�.._..__...� .r. _.._..__._�,...-.............:....r.......,.«..,..,w,=..-.�.r..a.revcr ..-..v�r.�s; r:;aerxra.r+.... ...:„:t,c Nr» 2 3-3/4 2 -1/8 1-3/16 8 5/16 1-1/4 15 R WVJJC o�79�71 FIG. 23. HANGER FOR C.P. V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE I ( l ' IF B—►ISE-B—�I G A —► Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. Spec. Function - The Fig. 23 and Fig. 24 are intended to perform .as a hanger / restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT C , �— A --► 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.B A C MAX. HANGER FASTENER . APPROX. PIPE SIZE .Fl G. 23 G. 24 FIG. FIG. 23 FIG. 24 FlG. 23 FIG. 24 (FT.) HEX HEAD SIZE WEIGHT LENGTH PER 100 3/4 3-1/8 2 5/16 1-9/16 1 5/32 1-3/1 1-3/16 5-1/2 5/16 1-1/4 9 .�.i4T £ W �H �i-' 4 91i"N 1-1/4 4-3/16 3 2-3/32 1 1/2 w.. 1 3/16 1 3/16 6-1/2 � .W2� .�i. n• 5/16 _ . .v. l' 1-1/ 4 11 ,y_ It., tjy f J .MEMO' 1 is � 4 �rr�� �.fL �. w . L 1:131 c} 4! g�gfYi E :e r3tG �N.y"h•G#�S wi ifi fit' 7� 3�tr. ;lK 4r• �1,, 2 4 7B 3 11/1 2-7/16 1-27/32 1-3/16 1-3/16 8 5/16 1-1/4 15 FXV5FD 8/91 Table of Contents Introduction ...................................... 1 Conversion Factors .............................. 1 Listings and Approvals .............................. 1 Where and how to use a Cientral.BlazelAaster System:.... 1 Central BlazeMaster Specifications ...................... 3 Pipe....... ................... ........ ..3 Central Biazehtlaster 11 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 1 BlazeMaster CPVC ..... ................. .... 6 Permissible Deflections of Central BlazeMaster --PVC 6. . Support and Hanger Recommendations .. . ................ 7 Pipe Bracing with Standard Band Hanger ........:..... 7 Hanger/Support Spacing ..... ..... ..... 7 Vertical Restraint ....... = 7 ................. . , .. , . , .. 15 Underground Installation Specifications ......... . : . . . . . g Pipe............. ............. ......9 15 Fittings:....:..... ........:.............:..... 9 Primer/Solvent Cement.... ...................... 9 System Design . ............. . 9. Installation Procedures .. g ' Inspection ......... .................. 9 Trenching..... .......... 9 Snaking of Pipe .......... ........ ....... ... 9 . Back -Filling.. ..... .......... ........... 10 17 Maintenance.... ..... ......... ......... 10 System Riser Installation Requirements ................. 10 System Riser Installation Recommendation ............. 10 _ . Handling & Storage ......... ..................... 11 Handling....................................... 11 Storage ....... ............... .... ..... 11 Handling of Central BlazeMaster Cements and Primers Solvent/Cementing Instructions ...........:.......... 19 Joining Central BlazeMaster Pipe Systems .............. 11 Cutting ..................... .................. I1 Deburring .......... .............:. ........ 11 Fitting Preparation ................................ 12 Safety.andHeaithPrecoutions ....................... 12 Estimating Primer and Cement Requirements........... 12 Primer Application ............ 12 Solvent Cement Application ........................ 12 Assembly... .............................. . 12 Set and Cure Times ............................... 1 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 ...... .... . ........... I& Freeze Protection...........I..................... 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 dferentiate between a requirement and a suggestion, use the following definitions SHALL -,The use of the word "shall" indicates a mandatory requirement of the Listings/Approval. SHOULD - The use of the word "should" indicates a suggestion that is not required to meet the ListingslApproval. Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central. This warranty will continue for a period of ten years from the shipping date. Materials found to be defective by Central shall be repaired or replaced at Central's option. Central will not be responsible for labor charges or consequential expenses or damages incurred as a result of use of its products: This warranty is eypressiy made in lieu of any and all other warranties, expressed or implied, including the war- ranties of merchantability and fitness. All sales by Central shall be subject to the terms and conditions stated herein. The placement of orders with Central shall constitute a--cep- tance of these terms and conditions. If buyers' purchase orders or confirmations are at a variancewith the terms and conditions herein, they' shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County, Pennsylvania and the U.S. District Court for the Eastern District of Pennsylvania with respect to any proceedings arising out or in .connection with any purchase and sale 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. Ish BlazeMaster'' is a registered trademark of the BFGoodrich Company. am NWW All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. Introduction, 'Central Sprinkler Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC'(Post Chlorinated Polyvinyl Chloride) ter` sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide the following advantages cover -traditional sprinkler piping systems: • Increased hydraulic capabilities (C -Factor =150) • No precutting and expensive fabrication. required • NSF-p'w S.E. approved forpotable water • Can be easily connected to other spnrihlef piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust, scale and foreign contaminant build up • . Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating. and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide -are as follows: linch = 25.4 mm 1 foot = 0.3048 meters 1 psi = 6.895 kPa 1 psi 0.0689 bar 1 psi = 6894:757 Pa 1000 Pa =1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL listed in accordance 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 In 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. 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. T71e 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 c S.E.. Listing. arry the NSF-pw Central Sprinkler Blazelvlaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro -Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C -UL Listed and FM Approved for use with Central and/or other BlazeMaster CPVC fittings Listed and/or. Approved in accordance with the appropriate U.S. and/or Canadian. requirements. Please con- 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 sprinlder is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,1311, 13D or 24 shall be followed and when applicable, the National Building Code of Canada all 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 rrrinimum.proiectiin shall consist of either one layer of f" thick ay ,gypsum wall board, if".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 X" plywood. In these cases, any standard sprinkler head rated at 170°F or less may be used. i B. In accordance with the C -UL Listing, protection shall be provided for BlazeMaster CPVC pips and fittings. The minimum pro- tection;shc kDns�'f.LPf�e�theriath and plas er, one layer of 9mm thick: gypsum wallboard, one layer of 13mm plywood, or a suspend ed membrane ceifing witg ltry-in panels or tiles classified with respect to surface burning characteristics having a mass of not less • than 1.7 kg/m- when installed with metalLc grids. The effectiveness of this protection car. 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 0.03m ,but not exceeding 0.71.;n2 in area must be located sjch that the distance from the edge4 . of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 0.71m2 in area. In these cases, any standard.sprinkler head rated at 77°C or less may be used. C. For a concealed installation per FM Approvals, the piping shall be protected and completely separated.by a.permanently installed non-combustible barrier from ar,area protecied by thesy stem. A permanently installed barrier is one that cannot be removed without substantial cosmetic.d=aae. Drop in ceiling tiles, as used in suspended ceilings are specifically considered not to be permanently installed for t'r,e purposes of this definition. Non-combustible is defined as having a minimum finish fire. rating of 15 minutes when tested per 4STtd1 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 8" from the ceiling or Listed Residential sprinklers located in accordance vgth their Lifting 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 Listed Residential horizontal sidewall s rinklers located in accordance with the' ' their Listing shall P g be used and the maximum distance beta: een sprinklers shall not exceed 14% B. In accordance with the C -UL Listing, BlazeMaster CPVC. pipe and fittings shall be installed below a smooth, flat, horizontal, fixed ceilings in conjunction with Listed Quick Response or Residential sprinklers with a may rating of 77°C. P sP g 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 fittings are not approved for installation in combustible concealed requiring - sprinklers, s reier- 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 car- be installed in these areas when sprinklering residential occupancies according to these standards. 7. In installations where sprinkler pipe runs through an attic space that requires sprinklers per NFPA, CPVC piping shall be protected in order to meet the requirements of its UL and C -UL listings. The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers. Protection methods and requirements may vary by jurisdiction and are subject to interpre- w tation. 8. Central BlazeMaster pipe and fittings, when installed in accordance with its UL Listing in air plenums, shall be a minimum horizon tal distance of 24" from an opening in the cefling 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. Centra] 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 B1azeMaster.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 m ceiling aces above non _ sprinklered areas has not been investigated b UL or FM. 9 Y 4z Central B1azeMa9ter Specifications Pipe Wlhk.. • Central Sprinkler B1azeMaster CPVC sprinkle: pipe conforms to the requirements of l�"TM"F442 and carries the markings of Underwriters Laboratories Inc. (UL &,C -UL), Factory Mutual (FM), PSA, and the National Sanitation Foundation S.E.) for use in potable water systems. .r Fittings . Central B1azeMaster sprinkler fittings'conform to the requirements of ASTM F438 (Schedule 40 dimensionso frm " t 3 - �N _ to ASTM F4 9 (Schedule 80 dimensions for 2" to 3"). Fernale threaded adapters for sprinller head connections contmn. brass inserts. Fittings carr the: marl:- i' ings of Undervrriters Laboratories Inc. (III. & C -UI.), Factory Mutual (FM), ME&A, and National Sarmatim. Foundation tTSF-pw 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 Blazeldlaster One -Step CSC -300, CSC-400,or CSC -500 Solvent Cements or Two Step CSC 100 Pr -inner and CSC -200 Solvent Cement. GSC -100; CSC -200, CSC -300, and CSC400 or CSC -500 SolventlCements 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 udth Central Bla eb4aster products and the use of such non -approved welding agents will void the Manufacturer's warranty mid product Ustings/Ap .Proyals. Dimensions for Central BlazeMaster. CPVC Pipe Q Table A • Central BlazeMaster PipeDimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average OD Average ID Pounds per Feet 3%. (19.1) 1.050 (26.7) .874 (22.2) .168 1' (25.4) 1.315 (33.4) 1.101 (28.0) .262 1'/i (31.8) 1.660 (42.2) 1.394 (35.6) .418 _ 1%" 2' (38.1) (50.8) 1.900 2.375 (48.3) (60.3) 1.598 2.003 (40.6) (50.9) .548 859 2%' . (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 0.218 0275 1.750 0.276. 0.345 A 3 3.516 ASTM CPVC Fitting Socket Dimensions Note: Central B1azeMaster 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. Table B • ASTM Dimensions for CPVCfittings in Inches: Nominal Size. A Socket Entrance Diameter_ Average Diameter _ B . Socket Bottom Diameter Average Diameter C Socket Length Lameter Minimum D Inside Di Minimum E F Minimum Wail Thickness 3/e' . 1.058 1.046 0.719 0.820 0.113 0.141 1' 1Y4' 1.325 1310 0.875 0.938 1.044 _1375- 0.133 0.140 0.166 1.670 1.655 1f' 1:912 1.894 1.094 1.604 0.145 _ _0.175 0.181 2' 2'6' _ _2.387 2.889 2.369 2.868 1.500 1.933 0.218 0275 1.750 0.276. 0.345 A 3 3.516 3.492 1:875 _2.316 2.692 0.300 1 0.375 Note: Central B1azeMaster 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 BlazeMaster pipe and fittings are UL andC-UL Listed and FM Approved for a rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150"F (65"C). Friction Los's Central BlazeMaster CPVC pipe has a Hazen -Williams C -Value of ISO. Pipe friction loss calculations shall be made according to IQPPA Standards. following table s:,oc*-s the alio warice of fric,ion loss for fitanc;, expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size (In.) %" 1" 1Y"134" 2" 234" 3" Tee Branch 3 5 6 8 10 . 12 15 Elbow 90` 4 5 6 7 9 12 13 Elbow 45° 1 1 2 2 2 s e 1 2 1 .2 Tee Run 1 1 1 1 T 2 j 2 'The above stated friction loss values are for Central BlazeMaster fittings only. lWher. using other Listed B1azeMasier CPVC 90` e:bcvi's with Central Sprtnkler BlazeMaster products, please consult the fitting man ufactu:e:'s installation and design manuals. . Thermal Expansion BlazeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions is: 0.0000340 inch/inch !'F 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- ti on of the pipe run. For additional information on T'nerrria] Expansion.please see Table C below. Where AL = 12e1(AT) e = 3.4 x 1.0' 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 35T to 85°F? Changes in length due to fittings are insignificant relative to the pipe. AL = .12el (AT) AL = 12 (.000034) r. 40 x 50 AL = .82 in. or %" Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Central Blaze Master sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (fe; summer to winter extremes). Methods of compensating for thermal ex pansion 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 worlang temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 6TF to 125°F use Table F because the maximum tem- perature is greater than those shown in Tables D and E. For conditions which are riot covered in the Loop length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity -at I.00°F. Refer to Table H on page 4. AT = 70T S =1560 psi E=3.85x10'psi Table D • Loop Length (30°F fo I00°F) AT = 70'F Table C •Thermal Expansion Rom. Pipe size Avg. O.D. 10 Temp Change 5 10 15 20 25 30 Length of Run (It.) 35 40 45 50 70 90, 126 160 ST°F 1.050 - 11 15 18 Thermal Expansion, At (in.) 26 28 T26 30 32 33 20 .04 .08. 412 .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 .08 .16 .24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 50 .10 .20 .31. At 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 .14 .29 .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 2.28 2.94 3.92 5.22 90 .18 .37 .55 _ . .73 .92 1.10 129 1.47 1.65 1.84 2.57 3.30 4.41 5.88 100 1 20 At .61 .82 1.02 122 1.43. 1.63 1.84 2.04 2.86 3.67 4.90 6.53 B1azeMaster CPVC pipe increase in length (or expand) if the expected ambient temperature ranges from 35T to 85°F? Changes in length due to fittings are insignificant relative to the pipe. AL = .12el (AT) AL = 12 (.000034) r. 40 x 50 AL = .82 in. or %" Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Central Blaze Master sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (fe; summer to winter extremes). Methods of compensating for thermal ex pansion 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 worlang temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 6TF to 125°F use Table F because the maximum tem- perature is greater than those shown in Tables D and E. For conditions which are riot covered in the Loop length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity -at I.00°F. Refer to Table H on page 4. AT = 70T S =1560 psi E=3.85x10'psi MIN Table D • Loop Length (30°F fo I00°F) AT = 70'F Rom. Pipe size Avg. O.D. 10 20 -- 30 .40 Length of Run (ft.) 50 60 70 80 90 100 120 140 160 Lenglh of Loop (in.) 1. 1.050 - 11 15 18 2124 26 28 T26 30 32 33 .39 42 1' _ 1.315 12 17 20 24 29 81 33_35 37 _37 41 44 47_ 1ti' 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 1!f' 2' 1.900 2.375 14 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 29' 2.875 18 25 30 35 39 43 46 49 52 55 -6065--70 3' 3.500 19 27 33 36 43 47 51 54 58 61 67 72 �77 MIN Table F • Loop Length (70T to 150°F) AT = 80°F Pipe Size Nom. Avg. 0.0• Table E • Loop Length (60°F to 120°F) AT = &F 30 . 40 Length of Run (ft.) 50 60 .70 Length of Loop (in.) Nom. Plh Size A g'10 O.D. 100 20 30 40 Length of Run (ft.) 50 60 70 Length of Loop (In.) 80 90 100 120 140 160 r 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 1' 1.315 11 18 20_ 23 26 28 31 33 35 37 40 43 46 1Y,' 1.660 13 , 18 22 26 29 32 ; 34 37 39 41 45, 49 52 1T . 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 2r 2.875 17 24 30 34 38 42 45 49 51 5.4 59 64 69 3' 3.500 19 27 33 38. 42. 46 50 54 57, 60 66 71 76 98 Table F • Loop Length (70T to 150°F) AT = 80°F Pipe Size Nom. Avg. 0.0• 10 20 30 . 40 Length of Run (ft.) 50 60 .70 Length of Loop (in.) 80 90 100 120 140 160 r 1.050 14 19 23 27 30 33 1 36 38 40 43 47 50 54 1 1.315 15 21 26 30 34 37-40 43 45 48 52 56 60 1Y.' 1.660 17 24 29 34 38 41 45 48 51 53- 59 63 68 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 89 3' 3.500 25 35 43 49 . 55 60 65 69 74 78 85 92 98 Loop Offset Change of Direction tw/ MIN Lone Run of Pyle D_ tferreeracutde 1 - Res"W Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 7 73' 80' 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 ..E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 ..S.. (psi) Note: Table based on Stress and Modulus of Elasticity. at 120T Refer to Table H. AT = 60'F S = 1275 psi E 3.55 x it. psi Note: Table based on Stress and Modulus of Elasticity at 150'F Refer to Table H. AT= 80'F S= 875 psi E= 3ABxIWpsi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct,, anal movement into the expansion loop: The Expansion Loop Formula has the following com- ponents as shown below: P= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe �1 = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 1007 (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central BlazeMasier CPX C pine installed in 40T given. a maximum temperature change to 100'F? Additionally, hour long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT =100'F - 40°F AT = 60°F Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table -is inclusive to only 160 feet, two cal- culations will need to be made. Length of run =160 feet with AT = 60T From Table C, AL = 3.92m' Support and Hanger Recommendations* w CPUC 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, hangers for 1 f" pipe). Pipe hangers must comply with the appropriate Standard, NFPA. 12 13D, or 13R, whichever applies. Some local codes may not allow plastic to metal contact. In this case, plastic sleeves or vinyl electrical tape should be used to isolate the materials. Strapping pipe overly tight to a struc- tural member can cause damage to the pipe when pressurized. Please ensure the pipe i's held snug by the hanger, but is not pinched or crushed in any way. PLUMBERS TAPE OR I HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco, Inc. and Afcon make three hanger/restraining devices that are available for use with Central B1azeMaster. The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as a restraining device. As a restraining device, invert the hanger so that the fastener is down- ward. Installation in this manner will prevent upward movement of the sprinkler head dur- ing activation. The Tolco Model No. 23, as shown left, or Afcon Model 510 can function as a hanger and as a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hex head self -threading screw (furnished with the product) is easily installed using a recharge- able electric drill and a Sb6" 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.) CPUC SDR 13.5 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 q' 3' 1 inch 5' q' 1 Y,, inch 6' S' 1 F inch 7' 7' >1 Ys inch 7' 7' coca; cones nave unai autnonty on which types of hanger can 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 walla 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 the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from ar.'", 1" or 1 f" pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used to brace the pipe such as a standard band hanger positioning the threaded sup- port rod to % inch above the pipe or using a split ring or a wrap-around hang- er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. It is advisable to use lift restraint devices such as the Tolco Model number 25 which prevents the threaded rod from coming in contact with the CPUC pipe as shown, to the left Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Tables M. and N. 11 When piping is suspended from a deck, hangers are -equired to suspend the pipe as well as for vertical lift straint. One support can serve as both. Drop locations etween supports are acceptable in any location as lona as support spacing is in compliance with Table M. Examples of :zere 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 0. Maximum Table M � A B. Bar Joist (Reference Table M)• (Rei. Table N)' E Arry distance _._ between supports IT i Finished Ceiling Line Figure A Side view. Fig. Q • Sprinkler Drop Pipe Adjacent to Truss (Ret. Table M) —A y No upward restraint or hanger Is required between sprinklers. (Rel. Table N) When the piping is supported by wood joists or'— trusses, the structure provides fl e support, especially when the joists are close together. The only requirement VIth this type of construction is to provide vertical restraint and hangers are not required When supporting CrVC 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 locationZ—A—_ b;tween supports mre acceptable in any location as long (°" cellar) Finished ceiling Line as support spacing is in compliance with Tables M and N. 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 ?VC pipe or fitting must be supported near a sprinkler head as shoran in Tables hi and j Table N • Support Spacing to an End Line Sprinkler Read Drop Elbow --- Nominal Pipe Size Y; inch Less than 100 psi (690 kRa) Greater than 100 psi (690 kPa) g'.: 6• 1 inch 1.0. 9. 1% inch 14' 1 IT%•inch . 2' j AM Inch 2' 1, Maximum Table M � A B. Bar Joist (Reference Table M)• (Rei. Table N)' E Arry distance _._ between supports IT i Finished Ceiling Line Figure A Side view. Fig. Q • Sprinkler Drop Pipe Adjacent to Truss (Ret. Table M) —A y No upward restraint or hanger Is required between sprinklers. (Rel. Table N) When the piping is supported by wood joists or'— trusses, the structure provides fl e support, especially when the joists are close together. The only requirement VIth this type of construction is to provide vertical restraint and hangers are not required When supporting CrVC 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 locationZ—A—_ b;tween supports mre acceptable in any location as long (°" cellar) Finished ceiling Line as support spacing is in compliance with Tables M and N. 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 ?VC pipe or fitting must be supported near a sprinkler head as shoran in Tables hi and j 4r 1'L ZULIJQ 14: 55 'J IUJ:e lb' 144 NORTH POINT REALTY PAGE 02i 03 .... .. .... u ........... lam DWi 14'.0"41. Mete" W -r. gv-44f, f'oft& ....... . 34,41- 22,4 -fl. VIA 6M ............. -2L NIM -0 -dl. Phr%4, �JM . . . .. . . . . . . . . . . . . Town of North Andover Building Department 27.Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 F tkoRTH 0 �t�en �6• ti� 0 APPLICATION FOR CERTIFICATE OF OCCUPANCY / INSPECTION ADDRESS /-/7 PtnOgeeS ,J E' /I 4% i�o vein 144 r" O LOT NUMBER SUBDIVISIONfCQ_C' (i` ((p i �t GG i,4 DATE REQUEST FILED 6 / !) ? /Q (-/' q _ k DATE READY FOR INSPECTION / � � 0 C/ TEN (10) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE -INSPECTION Fl,.'E OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED IF THE S'I CTU1�.E DOES NOT MEET ALL APPLICABLE CODES. SIGNA ROUTING D.P.W. — WATER METER v«5 D� DATE O D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. UNU4� SIGNATURE / DPW AUTHORIZATION a,K i CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH. ANDOVER -Building Permit Number 372 Date: September 30 2004 THIS CERTIFIES THAT THE BUILDING LOCATED ON Lot #6 47 Peachtree Lane MAY BE OCCUPIED AS Single Family Dwelling w/2car age attached IN ACCORDANCE WITH THE PROVISION& OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Kenneth Rea 44 Rea Street North Andover MA 01845 Building Inspector I 0 O roCD 0 ®o S. C26 c2 _ c C. = V� >am ooCD o.� O cr ? %< ® o CD C O y� �. 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