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Miscellaneous - 10 PEACH TREE LANE 4/30/2018 (2)
A DateA...... ........ I ...... .................. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies thatL—,:�p U e LA -a-, e J� k e.11 .. ... . ....... ....... ..... .... ...... .... .......... ...... .. .... has permission to p er f orm b M, i k , vr C, C,(� .... ............ .................................... A ............... j wiring in the building of ...... A Q - � �, .................................................................................................. at ....... 1.0 ......... . ..... 1-4� ................. �,NN h A�ndoverMass Fee i N ... . ......... Lic. No.Aut 2 .6, . ............ . . .... ........ .......... ................. ........... . .... .......................... .. .... EL TRICAL I&SPECTOR Check# .d 1 Cmonwea& of )&6acLei� 2epartment of7im Service! BOARD OF FIRE PREVENTION REGULATIONS Official Use Only Permit No. I lP Occupancy and Fee Checked [Rev. 1/07] (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical CodeC), 527 CMR 12.00 (PLEASE PRINT W INK OR TYPE ALL�FORMATIOA9 Date: _ �% - lq City or Town of: ` M , NY" & mw To the Inspector of Wires: By this application the undersigned gives nonce of his or her intention to perform the electrical work described below. Location (Street & Number) \ 0 `U q-. a, re-, \,a, , Owner or Tenant —ku� VN „s \-k\\.CLn Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Boa) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completion of the following table may be waived by the Inspector of Wires. No. of Recessed Luminaires No, of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires a Above In- Swimming Pool rnd. ❑ rnd. E] No. o. o Emergency Lighting Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners o. of Detection and Initiating Devices No. of Ranges Total No. of Air Cond. Tons No. of Alerting Devices No. of Waste Disposers, Heat Pump Totals: Number ........................................................ Tons KW o. of Self-Contained Detection/Alertin Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems:* No. of Devices or Equivalent No. of Water KW Heaters No. of No. of signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications of Devices e ice o r firing: No. of Devices or Equivalent OTHER: 9 90 `1 Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: '1 !� (When required by municipal policy.) Work to Start: (p - `� Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such cover a is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE [BOND ❑ OTHER ❑ (Specify:) I certify, under the ns and penalties gf perjury, that the information on this application is true and complete FIRM NiME: S CO A ck�-& Licensee: 1k U) R 5 i.o Signature s LIC. NO.: -ES -0 $ a (If applicable�� tear "exempt " in he license nuLnbpr lir* 01,—T ��9 A _ Bus. Tel. No.: - 3 Q) a Address: E 01 n � ", Alt. Tel. No:: 6� *Per M.G.L. c. 147, s. 57-61, security work requires Department of Pu lic Safety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's age Owner/Agent Signature Telephone No. PERMIT FEE: $ The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations UW_ I Congress Street, Suite 100 AM Boston, MA 02114-2017 Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Escott Electrical Services,LLC Name (Business/Organization/Individual): Address:141 Middlesex Road Unit 9 City/State/Zip:Tyngsboro, MA Phone #:978-569-3922 Are you an employer? Check the appropriate box: Type of project (required): 1.2 I am a employer with 2 4. ❑ I am a general contractor and I 6. E] New construction employees (full and/or part-time).* have hired the sub -contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑✓ Remodeling ship and have no employees These sub -contractors have g. ❑ Demolition workingfor me in an capacity. y p �'•9. employees and have workers' E] Building addition [No workers' comp. insurance required.] comp. insurance.* 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11. ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. ❑ Roof repairs insurance required.] t c. 152, § 1(4), and we have no 13. ❑ Other employees. [No workers' coma. insurance reouired.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Norfolk and Dadham Policy # or Self -ins. Lic. #:WE 115831A Job Site Address: 10 Peach Tree land, Expiration Date:9/1/2014 City/State/Zip:N. Andover, MA Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby comfy under the pains andpenalties ofperjury that the information provided above is true and correct. 967-226-5318 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person Phone #: A"Wlpf CERTIFICATE OF USS # OCCUPANCY TOWN OF NORTWANDOVER Building Permit Number 040 Date: September 30, 2004 THIS CERTIFIES THAT THE BUILDING LOCATED ON Lot #29 10 Peachtree Lane MAY BE OCCUPIED AS Single Family Dwelling w/2car garage attached IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Kenneth Rea 44 Rea Street North Andover MA 001845 A i1 A Building Inspector �--, z O U 0 z O U C/) 0 cm E J � o _ A ;. x �' O 0 H ) �., � O w � ate•- .`� e� a.>, a..' CL. C2 CL, CL ii } • f� � a � dC* ..;..: ate.. r 4c yr • - i CL 2 Q nRa. 0 w° ch Low U w ow cn w 0. CL r z O U 0 z O U C/) 0 cm E J � o _ Z nm O 0 H •® O +'� * ' O �, �� `� a a.>, a..' CL. C2 CL, CL ii } • f� � dC* ..;..: ate.. r 4c yr • - i CL C) co . ,Y 1 ow c CL r � 4 a rs� om ,4,v E Cr .�•� t0+ y 4 E C co cm CA • f ( R+ O O CD to O' O tai': Z t O O/ C aCA = .= Vm, cameo :I Z o :moo CLcts cca Q i C i Is CL W O++�Z co Me ac E o . C-3 m` WO CL o .s o �— = a L— cGo c -en o95L=mtoo z O U 0 z O U C/) 0 0 COC LEJ CO tr ui W .11 cm E J � o _ Z nm O 0 H 0 COC LEJ CO tr ui W .11 cm CA O Co _� E nm CL r i O CD C3 M a..' CL. C2 CL, CL C 4 caC dC* cp �4 Z m C o CL C) co . ,Y 1 c CL r � 4 a 0 COC LEJ CO tr ui W .11 ('1? Date/ . —.X. �� ........ 0 TOWN OF NORTH ANDOVER —gagba, 'Low. PERMIT FOR WIRING P".1) This certifies that eq/2—r ....................................................................... has permission to perform ........................................ wiring in the buildin ........ .............. .............................................. ,gof ... at .............. .............................. xp ........ North Andover, Mass. Fee:46 ...................................... x ............ Lic. No . ............. ........... L�a�- --� ELEcnucAL INSPECMR Check # "Y i q s' 7 7, �b . Commonwealth of Massachusetts Department of Fire Services BOARD OF FIRE PREVENTION REGULATIONS Official Use Only Permit No. 7 Occupancy and Fee Checked [Rev. 11/991 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 1.00 (PLEASE PRINT IN INK OR A INFORMATION) Date:17_ 4, City or Town of: To the Inspector f Wires: By this application the undersigned gives 'ce 17V] i or tention. o rform the electrical work described below. Location (Street & NiMber) 16 �%f /t � Dd i�7ix 0 Owner or Tenant ` Telephone No.Zff---- Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ New Service Amps / Volts Overhead ❑ Undgrd ❑ Number of Feeders and Ampacity No. of Meters No. of Meters Location and Nature of Proposed Electrical Work: Installation of Security system Completion of the following table may be waived by the Inspector of Wires. No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool ❑ In- ❑o. rnd. rnd. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. o Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers HeatIPta p Number Tons KW No. of Self -Contained Detection/Alerting Devices No. of Dishwashers S ace/Area Heating KW p g Local ❑ Municipal El Other Connection No. of Dryers Heating Appliances KW SecurityNo. of Devices or Equivalent No. of Water Kms, No. of No. of Data Wiring: Heaters Signs Ballasts No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under t pain§ and penalties of perjury, that the information on this application is true and complete. FIRM NAME: LIC. NO.: Licensee: John S. Bassett Signature LIC. NO.: 1533C (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: 603 S94 5928 Address: Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Lid, see does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ (0- 8- 0 —3 N Date..... ........................... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ....... P. A ..M ... A ... V--Z--A ............ q' - - /-z- ... c .................... ..... .... ... ... .. .. .... .... ....... has permission to perform ...... 4) -e- V-.-, ............ wiring in the building of at ................................................. cip . ....... . North Andover, Mass. b4,(u 1,4 Fee ... k.t?.;L .... IdLic. No. ... .......... ........................ .. ............. Ir ELEcTwcAL INSPECTOR I Check # I=) 2.0 N A it 777E COMMONWEALTHOFMASSACHUSEM /Office Ustonly i DEPARTA1fVT0FPUX1CS9FETYpermit No. BOARD OFFIREPREVEMITONREGUTATIONS 527 /150000 Occupancy & Fees Check dr APPLICATTONFOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover To the Inspector of Wire,, The undersigned applies for a permit to perform the electrical work described below. / Location (Street � Owner or Tenant Owner's Address Is this permit in conjunction with a building permit: Purpose of Building IJko & tr Yes ® No (Check Appropriate Box) /7�9 yol9 IV/ j/ �ly.p' i tJ Utility Authorization No. Existing Service Amps / Volts Ove ad ® Underground No. of Meters New Service o'16y Amps 1,96 latf6 Volts Overhead ED Underground No. of Meters _ Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Swimming Pool Above Below Generators KVA round ground No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total Total Pumps Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW No. of Self Contained Detection/Sounding Devices Local Municipal Other No. of Dryers Heating Devices KW ED Connections � No. of Water Heaters KW No. of No. of Signs Bailasis No. Hydro Massage Tubs No. of Motors Total HP OTHER• hmanoeCovetage: Ptus> rothetagtmartattsofMasSadx lsC3ataaliaws IhawaamalLiabdityhmua=Pbhcyinck&C atior�Covw,#eoritswbstfftdegdwalart YES M NO ID Ihavesubmadvandproofofsametothe011ia-- YES IfymlhavecheckedYES, ptwein&atethe type ofcovaWby cheddTtir box INSURANCE BOND OTIIQt (P1ea9eSpeafy) 4-6#4 FxpirationDate 1610 Y EsturlatodvaluecfEke hicalwork $ wotktoSta<t hispectionDateRegmsted Rough d Final SI Pnalfiesofperjuty f ` LicameNo. licensee AC1 hAN,,,. Signaw L wNo 6% e _ Busirm Tel. No. g `/x396 3� L t �C O� 1999 AIL Tel. No. a- r(I )) OWNER'SINSURANCEWAIVER;IamawarethattheLusedoesnotbaretheinsummoovwageoritsaksL,nt lequivalentasrequiredbyMassachusettsc&ne lLaws andthatmy sig =ueonthispmmapphcabon waivesthis wqui mut (Please check one) Owner F-1 Agent Telephone No. PERMIT FEE tgna ure o _ wner or Agent The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: Address City- Phone #. Insurance. Co. Policv # Company name: Address City: Phone #: 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 $1,500.00 and/or one years' imprisonmentas welLas_civil.penalties.iniheimn-d aBTOP-VODW-ORDERand_a.fine_of..($]DO.DO)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. l do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature Date Print name Phone.# or Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensing. El Building Dept OCheck if immediate response is required .D Licensing Board p Selectman's Office Contact person: Phone #. Health Department Other 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 it PHONE q t�-65yo See (4cor6e 'Plan# 145aa LOCATION: Assessor's Map NumberUs� coda LOW(tnct QQ%t sAn PARCEL__ SUBDIVISIONA .i('%1` S`Q,Q, �L1 m LOT (S) STREET PMC Q 1�,an ¢_ ST. NUMBER*' -A/ Q USE ONLY *********** I rstt;UTT, AFDA�ON,§; OF TOWPt AGENTS: DATE APPROVED _ DATE REJECTED DATE APPROVED DATE REJECTED - ) 7 FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWERAVATER CONNECTIONS DR VE ER IT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE[ Revised 9197 jm '� Vk Location / 0 —IQt r / A Ov e- - 4,7 No. cD4 tj Date + r-�4 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # eC412- r-b&,kk",OTri " 1654) —14-7c.D 0 0.5? Building Inspector Location No. �2� Date /,IcA� �2 TOWN OF NORTH ANDOVER Certificate of Occupancy s o,. 7- 91 -�3 CHU Building/Frame Permit Fee $ Foundation Permit Fee 7-,zi Other Permit Fee $ TOTAL $ /+ a Y,0 Check# 1 DF6 -,-/ 19 Q r2 0-1 '1 663 1 - 0�� Bu i I d irjgA�pect or NORTH POINT REALTY DEVELOPMENT, INC. Town of North Andover Pennitting Expense 7/21/2003 255.00 Cash BankNorth 1535 Model Home Foundation Permit -Peach Tree Farm 255.00 PEACH TREE DEVELOPMENT, LLC Town of North Andover 8/18/2003 4,280.00 Warren Bank Building Permit 4,280.00 I= V !0 11�I. RTH L'1►1�I1�I{11 E �r`� DING DEPARTMENT �O 4Pkkl;M0'VMW,RUC;W4'M0VA7V. OR DEMOLISH A ONE OR TWO MANLY DWELLING M# 1: �Sg �1t�F r +y+y,�+ _e : .. - 1• U - .d Y��y�y �yg� '�y"x�jl��,iFd bpi .Z Y' LL BUiLDl1VG PE EIt: /rl O ate. DATE ISSUED �1 Q J%o CS 1 Lot t:l olq Pba&) �'Q S �a frmrF Plan" 0S recorded of SIGNATURE:• Building Cormnissiongfinsmtor of Buildings Date SECTION 1- SM DWORMATION I.a 1.1 Property Address: 1.2 Msaaom Map and Pared Number O 1 Lot t:l olq Pba&) �'Q S �a frmrF Plan" 0S recorded of �0( ir1aQU2f, i'Yl A FC LQ t1CQr iParcel\"-'"berznr.. N 50 a Q 1:3 Zonmgint'ormation: 1.4 Property Dim®srms: JV -30 ,��(•57f v � 3 Zoai4 Didrict Use Lar Ar Pat) ({ '> 1.5 SUMDING SETBACKS B Front Yard Side Yard hear Yard red Provided 'red Provi Regwred PaonI:*, CUM ,11W.rerSt"p,NLCMCAO. say 13: F7ood2aaelaorrnuin: ' senmgeDispos.tsysrem X pnblb Prmre 11 orae rid zon MontcW on Sib D*w Syskw 0 m. q' SECO ON 2 -PROPERTY OWNERSHIPIAUTHORIZED AGENT 2:1 Owner of Record oa& `i4 Rea 'St 1U-AMMuir, a oigLs- �1 Name (Print) ss for Service: zp-.Q_C i� 111 �" C998 — Sivu tore Telephone 22 Owner of Record: NamePrintAddress for Service: Z m Sr re Tele hone SECTION 3 CONSTRUCTION - SERVICES 3.1 licensed Construction Supervisor: Not Applicable 0 Licensed c6shu4nSupervisor: LS O$3®6s p Lise Number cen 9 _ 1�9_y on Address a - — da0� Expiration Date Signa Telephone `V"( 3.2 Rogistered Home lmprm=ent Contractor V Not Applicable 0 Company Name Registration NumberM Address z Expiration iDate _� Yri Signature Teleohono - WORKERS COMPENSATION (M.G.L C 152 § 25c(6) ceasation Insurance affidavit must be completed and submitted with this application. Failure to New Construction Existing Building 0 Repair(s) 0 Aiterationa(s) 0 Addition 0 �AccessoryBldg. 13 Demolition 0 Other 0' Specify a Item Estimated Cost (Dollar) to be H �' ? �' O_It C$ � r . - WORKERS COMPENSATION (M.G.L C 152 § 25c(6) ceasation Insurance affidavit must be completed and submitted with this application. Failure to New Construction Existing Building 0 Repair(s) 0 Aiterationa(s) 0 Addition 0 �AccessoryBldg. 13 Demolition 0 Other 0' Specify a Item Estimated Cost (Dollar) to be H �' ? �' O_It C$ Completed by permit applicant ..wb 1. Building 65 (a) Building Permit Fee Multi lien/p,�+ 2 Electoral (b) Estimated Total Cost of op Construction � 3 Plumbing Building, Permit fee (.) x. (b) 4 Mechanical (HVAC) 44 e� �" 5 Fire Protection b Total 1+2+3+4+5 oop Ch= -Number SECTION 7a OWNER AUTHORUATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR 13UH DING PERMIT as t h+ner/Authorized Agent of subject property Hereby authorize d to act on My behalf, in all matters relative to work authorize by this building permit application. Signature of (honer Date 11 as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Print Name I HEIGHT Ot: FOUNt)ATtON "7 ' I n c A M, w P+- TNrrk vpgq In t i 1 FORM 3 Lot Release Form The undersigned being a majority of the Planning; Board of the Town of North Andover, MA hereby cercify that the requirements for work on the ground called for by the Conditional Approval dated February 10, 2003 and recorded in Essex North District Registry of Deeds, Document# 29798 have been completed to the satisfaction of the Planning Board as to the following; enumerated lots shown on Plan entitled "Peachtree Farm Definitive plan" recorded with said Deeds, instrument number 14502, Document# 29791 and said lots are hereby released from the restrictions as to sale and building specified thereon. Lots designated on said Plan tbllows: Lot #29 7 � C: rt � � i u t � J b Sgec< (To be attested by a Registered Land Surveyor) a��H OF r�gSS��"y I hereby certify that lot number 29 on Peachtree Lane oAcyJ,�� does conform to layout as shown on Definitive plan entitled "Peachtree Farm STEPHEN M. 1 ME SCIUC °' Section Sheets) 25 91 RA—„ ® . , _%�,.,,,..•„ r, _ ;7;V p SUR 7 Majority OC '��V-Vvlg The Ptarming; hoard Of The Town of North Andover COM1V10NV1IEALTH OF MASSACH TTS ` el ss. chl 1 t11(h`1 S , Alher�D tE'S, 20L5 e�pe Sch l.c,'c z Then personally appear f the above-named rnernbers of the Planning Board of the Town of North s dov tN d acknowlWodtlhor going; instrument to be the free act and deed of said Planning Board, be e No blrc My Commission Z0/30 39V.:J AI -I 33 INIOd HIJOH Deborah F. A Notary Fl,,it- t ltrtMlsMan Expires January 8, 2004 VVS91 Z,_„L6 ;z -9:;;T ,,cnjL,.; 0. /90 AFFIDAVIT I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1. 1 represent Kenneth W. Rea, owner of a certain parcel of land located on Rea Street, North Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/pian number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of the above stated instrument/plan. 3. Authorization is hereby given that Gerry -Lynn Darcy, and/or Peach 'free Development LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters relative to a certain Building permit(s) issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this day of J e 2003. SCIUTT L. MA Sl= Z'd OTbl3-ZES-8L6 s�au,ao�d alio:Eo co 91 unr a 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E -F 000139954 Limited Liability Coca NORTH ANDOVER, MA 01845 COVERAGE GROUP 0139954 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 CRICKERING RD PRODUCER: N ,ANDOVER, MA 01845 AGENCY FEIN: 223 856664 IFICATION OF OPERATI 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 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 CLASS Es-TjmAjDTjj7 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 C14ARGE 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: 0 5 /24/03 PREPARED BY: Joanne Shea EXT 530 !SERVICING CARRIER ASSIGNMENT * * LETTER Ib: 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street . Boston, MA 02110 (617)439-9030 • FAX (617)439-6056 • www.wcribma.org FEB -26-2003 03:39 PM MARCHIONDA&ASSOCIATES 781 438 9654 P.02 CF,253-5 l h� PROPOSED SITE PLAN LOT 29 PEACHTREE FARM MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULYANTS MEPARED fOR 62 MONTVALE AVE. WiTE I PEACH TREE FARM oEVE1 OPMENT, LLC $TO(781)44S . 01180 P.D. BOX 3038 DATE, 2/15/03 ANDOVER. MASSACHUSETTS 01610 SCALE: 1r �30� w° n a m m neo M d Q rt 1 8- O ? O m w�� crC 50 LOn ro c in c f�D O E tD x Ln ni aj CL ° E m Fl rr O F4 tt CAz y H 0 5 O _�� Nm VN EL m n oc 3 x 70 H r► 1 H "nCD n H N CD 0 0-0 O S CD n O(0 d :r O H •-► CL c O C H ° ° it ° p C. = r CD D ID F4 i1 5. o ' C 0 s Z 1 'a Qicy o t N G z 0 0 -A G m x C m U) cn0 m c ? d --4 O �• vN O Q y EL S O CD 0 y dO m m v C y 0 Q. 0CD � Z ? m d d CA C d yo •.• p m m m Q CA CD co �' O O y O OZL'� IS � 0 � aye adc z yco cn CD CD c � , CD CD CL _• y n °._�, yam : V y v �•'* L y C d ►may z r O .W C. CD CL CID CO)> O p O g H CD O C CD O -� ' H CTS ? �. m d � .-t CD n Zf CCD O CCD zoQ'A y j{ '. a n wo CCD y� in O�T CA�• CL p y '-� b' d m O i1 CD CO CD IV, € r' v C CO) i- 0 Sz d s CD Z °� cC ? CL= idoCD CD o CD w ro (n Cn z .Cti d ro ' }7 b n r� n t7l O r roCOD �' O�O a ::$ z n � ^ �O. n CD poO �x oo 9 C7 p y 0 0 c License: CONSTRUCTION SUPERVISOR Number: CS 083065 t Birthdate: 01/13/1973 �Z;? Expires: 01/13/2007 Tr. no: 83065 Restricted: 00 GERRY LYNN DARCY PO BOX 907 (•t.«o N ANDOVER, MA 01845 ' Administrator /V 73 13'12"c 77. 92' LOT 29 13680 S.F. 0.31 Ac. 69.8' 0o! L4 q 2.8' 90 TOP FOUNDATION ELEVATION= 155.09 20.8' 17-1 Z C4 0 23.6' STEPHEN f,4. R=225.010 y 73.96' MELESCIUC............. ..... . . .... . .... .... ...... . ........... -N6-s9ai' L=25.00' N60'38'21 "E . . . .......... ......... . ............... . ..... .. . .. . ......... . . ........ ... . . ........... . ..... . . ....... ....... . ..... ...... . . . .... . .. . . ...... .. su, PEACHTREE LANE . . ........... . . . ......... ... . I-- I I WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0006 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 29 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. E 62 STONEHAMMONTVAL, AVE. SUITE I MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MA 01810 SCALE: 1 30' DATE: 8/13/03 .�j I'L 1= ............ ................ .............. ............ ................ ................ ................. ............... .............. ............. ........... A �r Engineering and Planning Consultants July 24, 2003 Julie Parrino North Andover Conservation Commission 27 Charles Street North Andover, MA 01845 RE: DEP File No. 242-1186 Dear Julie: Enclosed please find a copy of the proposed plot plan for lot 29 Peachtree Lane in accordance with the Order of Conditions for the DEP File Number listed above. Soil testing was performed in the area of the proposed rooftop recharge system on Tuesday, July 22, 2003. The soil testing included a deep observation hole and a percolation test. The results of the testing are shown on the lower left corner of the enclosed plan. Please note that the rooftop recharge system has been modified. The proposed pre -cast concrete drywell has been replaced with four Cultec Recharger 180 infiltration chambers. The capacity of the Cultec chambers is 122cf, in excess of the 102cf provided by the pre -cast concrete drywell. It would be greatly appreciated if you could comment on the format of the proposed plot plan. If it is acceptable it will be used on future filings through out the project. Should there be modifications required please contact our office so revised plans can be forwarded to you promptly. I trust the information provided will be sufficient for your needs and enable you to sign off on the construction of the structure on Lot 29. Sincerely, Tony Capachietti Project Engineer Tel: (791) 438-0121 sulto l lax: (701) 430-9664 website: http://www.marchionda 9t ' :mail: snallpmarchlenda.com i r mu■ i/ �.,�. �.,.,•.,�•,�. 00 z cn Nis M • CA • I/` is • • .�� � Vii.. `.�-���'1 ,+., u Y Y II 1, 0 9' MIN. ig -. 8' MAX. 9"D zzOM� 92 N z r YO 'r�4 •� •ar Ego 2 ►1i � I 1 I►. ► .� �\ I IY til , �. ' L'OdZ=AN1 bil14 i r rn cn 114 r CD 0 W 63 CD M� w C) V//z�� z J C --1 -� D r 0 v D r I f 1 • ti IL I a w a D ' 1, '0 N I D zI 1 N � Z 3 0 N O M m fA :g H �� A Z � � ��� No (e) 3 o �1 O D -0 s n O o m_ 'o V� o `� o 00 0) M M °' m� = o M: m 73r r�oo �o p __'NN z a ' _ G O p p c L4 to mco WD � �� m T ��m Z a m zoo 0 �10 no MMM rri Z m o No� _ .w Z M '# N O Ao, REScheck Compliance Certificate Massachusetts Energy Code RES checkSoftware Version 3.5 Release 1 d Data filename: Untitled.rck PROJECT TITLE: House "D" ��Taq Cm0de1) CITY: North Andovcr STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 11/24/03 DATE OF PLANS: 4-10-03 PROJECT DESCRIPTION: Peachtree Farm DESIGNER/CONTRACTOR: Peachtree Development 11c. COMPLIANCE: Passes Maximum UA = 549 Your Home UA = 548 0.2% Better Than Code (UA) Pen -nit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1468 30.0 0.0 51 Ceiling 2: Cathedral Ceiling (no attic) 521 30.0 0.0 18 Skylight 1: Wood Frame:Double Pane with Low -E 6 0.420 3 Wall 1: Wood Frame, 16" o.c. 2998 11.0 0.0 229 Window l: Wood Frame:Double Pane with Low -E 323 0.320 103 Door 1: Solid 42 0.180 8 Door 2: Glass 62 0.340 21 Floor l: All -Wood Joist/Truss:Over Unconditioned Space 2457 19.0 0.0 115 Furnace 1: Forced Hot Air, 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 REScherkVersion 3.5 Rcicasc I (formerly MECcheck and to comply with the mandatory requircmcnts listed in the RES check Inspec tion 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 dcsign load as specified in Sections 780CMR 1310 and J4,4. Z - Cl 8bb�,-6L0 ( I BL ) cinomJ OZW a4i eEb : LO 60 t O A014 i` N73•13� E 77.92. i z �o LOT 29 U V, 13680 S.F. 0.31 Ac. 69.8' Z W Wal co 0 w w Z W 2.8, O p 90 TOP FOUNDATION Vi ELEVATION=155.09 20.8' z L4 0W W 23.6' G �` STEPHEN M. ®� i,_R=225.00' �� 73.96' MELESCIUC_._....� 0'--..... -4 --- No. 39143 S L=25.00 N60'38'21"E 1 _._..__ —_.... — _....__ _ p 9 SUY.. o s i PEACHTREE LANE WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0006 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 29 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. AVE. SUITE I 62 STONONEHA AM, , MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MA 01810 SCALE: 1 "=30' DATE: 8/13/03 v 4 • 0 WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0006 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 29 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH AND0VER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. 62 ON AVE. SUITE I STONEHAAM, MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MA 01810 SCALE: 1 "=30' DATE: 8/13/03 77.92. Z i �o LOT 29 13680 S. F. 0.31 Ac. 69.8' Z w W� co o W w z W o2.8' .� , TOP FOUNDATION ELEVATION=155.09 20.8' Z W o 23.6' yam "STEPHEN g�O o . ,R=225.00 73.96' -_ i 4 MELESCiuc _..._ 0._____ d N6 3- b.L=25.00' N60 38'21 E OFc L•+.. . .- ........ ........... --... — _....__.. ..._.... __... _ ....._ .. ....... - -- PEACHTREE LANE WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0006 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 29 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH AND0VER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. 62 ON AVE. SUITE I STONEHAAM, MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MA 01810 SCALE: 1 "=30' DATE: 8/13/03 Peace July 30, 2003 Mr. D. Robert Nicetta Building Inspector Town of North Andover 27 Charles Street North Andover, MA 01845 RE: Peachtree Farm Dear Mr. Nicetta: Enclosed is a set of construction drawings for the model home on lot# 29 at Peachtree Farm in North Andover. Per your request, I have also included a copy of the specifications for all homes at Peachtree Farm. If you have any questions, please feel free to call me at (978)327-6540 extension 18. Sincerely, Brian Darcy Project Manager Peachtree Development, LLC RECEIVED JUL 3 0 2003 BUILDING DEPT. Peachtree Development, LLC P.O. Box 907 • North Andover, MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net Standard Specification Sheet Peachtree I� o Foundation Interior Finish (continued) Foundation: 10" thick 30001b concrete walls with Kitchen Appliances: White or black 4" perforated pipe footing drains set in clean stone JennAire or equal gas cooktop with hood and covered with siltation fabric Jenn Aire or equal wall oven/microwave combo Basement Floor: 4" thick 30001b.concrete with wire Bosch dishwasher mesh or fiberglass Water Proofing: Seal coat and hydroplug wall ties Framing Exterior frame walls: 2x4 construction grade at 16"o.c with 1/2" OSB plywood structural sheathing Roof Sheathing: 5/8" CDX plywood Sub floor: 3/4" T&G "Advantech" Ceilings: 9'-0" on first floor and 8' on second floor Insulation Fiberglass Batt insulation in all exterior walls and roof Bathroom Walls: 3-1/2" sound blanket Vapor Barrier: Tyvek or equal on exterior walls Exterior Finish and Millwork Deck Railing: Cedar or fir Porch and deck flooring: 1x4 mahogany or fir Roofing: architectural grade asphalt shingle Asphalt Membrane: Ice and water shield at all eaves, valleys, dormer sidewalls and around skylights Flashing: Aluminum as required Wood Trim: 3/4" fingerjointed pine stock primed on all sides Windows: Paradigm insulated with grills or equivalent Sliding Patio Doors: Anderson white Perma- Shield Gliding Patio Doors or equivalent Exterior Doors: Energy Saver Doors Garage Doors: Wood Carriage Garage Doors Gutters: Aluminum Siding: 1/2"x6" Cedar Clapboard; Cedar Shingles Interior Finish Walls: 1/2" sheet rock Doors: Masonite solid core with factory primed fingerjointed pine door jambs and 3-1/2" wide casing Stair Railings: Half wall with railing Wood Floors: 3/4" Pre -finished Oak flooring in kitchen, dining room, Great room, den/living room, and foyer. Carpet: Foyer Stairs & second floor except in baths Tile: All baths, mud room and laundry room Closets: White vinyl Kitchen Cabinets: Cabico or equivalent (samples and colors available) Kitchen Counters: Granite from builder's samples with 3-1/2" granite backsplash Bathroom Vanities: Cabico Vanity Tops: "Transolid" hard surface Peachtree Heating and Air Conditionin4 Type: Gas fired forced hot air with two zones One zone first floor; one zone, second floor Distribution: Insulated ducts Air Conditioning: Two Zone Central Air throughout Electrical Meter: 200 amp Panel: Circuit Breaker All underground service including post lamps Interior Lights: Recessed lighting or basic bathroom vent light; Wiring for receptacles in foyer and dining Exterior Lights: Supplied and installed by contractor Smoke Detectors: Install per state and local code Telephone Jacks: Four provided Cable TV. Four provided Wiring: Cat 5 wiring Home Security System: ADT or Brinks installed (security monitoring service available to Buyer separately) Central Vacuum System: Galaxy or equal with one hose- no attachments Plumbing Service: Town Water/Sewer Fire Suppression: Certified in -ceiling sprinkler system Hot water heater: Gas fired 75 gallon quick recovery with vacuum breaker on inlet Master Bath Whirlpool Tub: Fiberglass Guest Bath Tubs and Showers: Fiberglass Master Bath Shower: Tile Toilets: Kohler, Rialto or equal Lavaratodes: Kohler or American Standard Lavaratory Trim: Kohler, Moen or equivalent Kitchen Sink: Stainless steel undermount Kitchen Trim: Kohler, Moen or equal Tub and Shower Trim: Kohler, Moen or equivalent Dishwasher: per manufacturer's spec Garbage Disposal: Insinkerator Painting Exterior. One coat of primer and two coats of Benjamin Moore Moorgard latex or equal Interior Walls: One coat primer and single color two coats of Benjamin Moore Moorgard latex or equal Ceilings: One coat primer, one coat paint LLC P.O. Box 907 • North Andover, MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net Lot #J l ,10/4acllree—. SEP -10-2003 10:14 AM MARCHIONDA&ASSOCIATES 781 438 9654 P.02 2 N N "- 20.8' z �¢ W 3T8AH61v y � '_. MEESGIUG L.23.00' No" "W-49 N73'i,T4�-,.E 77, 92' LOT _29 13680 S.F. 0,31 Ac. 69,8' TOP FOUNDATION ELEVATION=155.09 23.6' 73.96' -- N60'38'21 "E i 9 Q S`II I �4 PEACHTREE DANE WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING IT WAS PREPARED AS SHOWN. THE STRUCTURE SHOWN CONFORMS TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS C PURPOSES ONLY. FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING FLOOD INSURANCE RATE MAP, WITH THE STRUCTURES SHOWN LOCATED BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL N0. 0006 C 6/2/1993 THE STRUCTURE IS NOT LOCATED SHOULD NOT BE USED FOR PROPERTY DATED . IN AN ESTABLISHED 100 YR.PLOOD HAZARD ZONE. LINE DETERMINATION. CERTIFIED FOUNDATION PLAN ^H ; K EE FARM'- MARCHIDNDA & ASSOC.yL.P. r 'C D0VER, MA, ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 P.O. BOX 3039 (781) 438-6121 SCALE: 1"=30' DATE: $/13/03 ANDOVER, MA 01810 `y s r Atlantic Design Resources Ltd 152 Portsmouth Avenue, Stratham, New Hampshire 03885 Phone/ Fax 603-418-0764 e-mail asdr@conversent.net HYDRAULIC CALCULATIONS, PRODUCT SPECIFICATIONS INFORMATION for Lot # 29 Peach tree Lane North Andover, Massachusetts CONTRACTOR Peach Tree Development, LLC 342 North Main Street P.O. Box 3039 Andover, Massachusetts 01810 978-327-6540 AOFIL THOMAS J. . \ -OV�Zlo.;,2�6PROJECT: 203047S THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWING R TIRaENCED PROJECT, WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFO TION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS a EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. I A HYDRAUL I C C A L C U LAT IONS C O V E R S H E E T Lot # 29 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 54 RESIDUAL PRESSURE (psi) 49 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) 18 MINIMUM PRESSURE PER SPRINKLER (psi) 18.37 THIS SYSTEM OPERATES AT A FLOW OF 36.15 gpm AT A PRESSURE OF 39.56 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Lot # 29 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE.AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 21 4.20 4.00 18.00 18.37 0.00 18.37 22 4.20 4.00 18.15 18.68 0.00 18.68 THE SPRINKLER SYSTEM FLOW IS 36.15 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT 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 54.00 psi RESIDUAL PRESSURE 49.00 psi AT 1080.00 gpm TOTAL SYSTEM FLOW 56.15 gpm AVAILABLE PRESSURE 53.98 psi AT 56.15 gpm OPERATING PRESSURE 44.85 psi AT 56.15 gpm PRESSURE REMAINING 9.13 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [�C], BACKFLOW PREVENTER kp 2-. ( ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Lot 4 29 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 36.15 75.00 23 3.98 120 18 1.505 0.067 0.000 44.85 39.56 5.29 2 3 36.15 8.00 22354 5.97 120 18 1.505 0.067 1.733 39.56 36.89 0.94 3 4 36.15 32.00 2232 7.30 120 18 1.505 0.067 0.000 36.89 25.26 11.63 4 5 0.00 21.00 32 11.27 120 9 1.602 0.000 9.100 25.26 16.16 0.00 4 6 36.15 50.00 32 9.27 120 9 1.400 0.095 0.000 25.26 19.61 5.65 6 21 18.00 12.00 3 3.31 120 9 1.109 0.081 0.000 19.61 18.37 1.25 6 22 18.15 8.00 3 3.31 120 9 1.109 0.083 0.000 19.61 18.68 0.94 A MAX. VELOCITY OF 7.53 ft./sec. OCCURS BETWEEN REF. PT. 4 AND 6 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Sprinkler- LC 7.2 Win WATER SUPPLY/DEMAND GRAPH Lot # 29 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test 140.00 130.00 _ 120.00 , !P 110.00 R 100. as E 90.00 -- - -- S_ s .- _ 70.00 U 60.00 ...._......._._. _�._ _.. .......... _.. _....,- .. _.._.. . _ _. .. _.... _._...._.... ..._... 'f 50.aa E 40.00 30. 00 _ Ji - 20.00 10.00 0.00 ', _ _ �___ 0 500 1000 1500 2000 49.00 psi � 1080.00 gpm /T111Supply: FLOW Demand: 44.85 psi C- 56.15 gpm Sprinkler- LC 7.2 Win tyCO Fire &Building Products Direct Sales (Central): Tel: (800) 523-6512 / Fax: (215) 362-5385 Distribution Sales (Gem/Star): Tel: (800) 558-5236 / Fax: (800) 877-1295 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFI► Residential Concealed Pendent sprinklers, Flat Plate 4.2 K -factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2596) has a 4.2 (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY2596 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psil/2 (60,5 LPM/bar.1/2) Temperature Rating: 160°F/71 'C Sprinkler with 135°F/57°C Cover Plate Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body .............. Brass Cap .............. Bronze Saddle .. ....... Brass Sealing Assembly . ....... . . Beryllium Nickel w/ Teflont Soldered Link Halves ..... Nickel Lever .. . ..... Bronze Compression Screw ...... Brass Deflector ......... Bronze Guide Arm Frame . . . Bronze Guide Arms ..... Stainless Steel Support Cup .......... Steel Cover Plate ......... Copper Retainer ... Brass Cover Plate Ejection Spring . ............ Stainless Steel tDuPont Registered Trademark Page 1 of 4 JULY, 2002 TFP"O Page 2 of 4 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to. the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. 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 to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in TFP440 (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 (IPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -tactor. Refer to Hydraulic Design Criteria Section for details. TABLE A NEPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. 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). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). A leak fight 1/2 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of Minimum Flow N and Minimum Flow N and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling Area (a) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Ft. x FL (m) for 12 Inch Run) for 12 Inch Run) (mxm) 160°Ff71"C 160"F171"C Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar) 14 x 14 14 14 GPM (53,0 LPM) 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar) 16 x 16 16 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18 x 18 18 20 GPM (75,7 LPM) WA (5,5 x 5,5) (5,5) 22.7 psi (11,57 bar) 20 x 20 20 24 GPM (90,8 LPM) N/A (6,1 x 6,1) (6,1) 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 (IPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -tactor. Refer to Hydraulic Design Criteria Section for details. TABLE A NEPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. 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). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). A leak fight 1/2 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of TFP440 Page 3 of 4 BODY &I n SEALING (1/2' NPT) ASSEMBLY N0QP;;;=- m�. <07 oil M Lwllil� SUPPORT COMPRESSION CUP WITH SCREW ROLL FORMED THREADS LEVER GUIDE 1 ARM SOLDER LINK ELEMENT GUIDEARM ' FRAME I DEFLECTOR OPERATED (POSITION) DEFLECTOR SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING O O DIMPLES SURFACEIS FLUSH WITH EJECTION CEILING SPRING SOLDER J COVER PLATE/RETAINER \---- COVER TABS (3) ASSEMBLY PLATE FIGURE 1 SERIES LFII (TY2696) RESIDENTIAL CONCEALED PENDENT SPRINKLER 2-1/2' DIA. (63,5 mm) 1/2' NPT 1/4"(6,4 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING 1-7/8':1/8' X32, GAP (47,6 mm (2,4 mm) :3.2 mm) COVER- SPRINKLER- MOUNTING RETAINER SUPPORT CUP 3/16' J SURFACE ASSEMBLY ASSEMBLY (4,8 mm) 3-1/4' DIA. WRENCH RECESS 0 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE IS SPRINKLER WRENCH SPRINKLER - SUPPORT CUP ASSEMBLY OPERATED I SPRINKLER COVER PLATE RETAINER rZ 7/8"(22,2 mm) 1-1/8' (28,6 mm) DISPOSABLE IDEFLECTOR IN (82,6 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS /PROTECTIVE CAP /ACTIVATED DEFLECTOR Page 4 of 4 the finish coating of the ceiling. It 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. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service" Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series LFII (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100°F/38°C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- 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 spnn- k/ers 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. TFP440 IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE, Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, PM 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Concealed Pen- dent Sprinkler, P/N (specify). Chrome .................. PM 56-122-9-135 Bright White ............... PM 56-122.4-135 Flat White ................ PM 56-122-5-135 Custom .................. PM 56-122-X-135 C. Sprinkler Wrench: Specify: W -Type 18 Sprinkler Wrench, P/N 56-000-1-265. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tL,CO Fire &Budding Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Flush Pendent Sprinklers 4.2 K -factor General Description The Series LFII (TY2284) Residential Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- tial occupancies such as homes, apartments, dormitories, and hotels. When aesthetics is the major consid- eration, the Series LFII (TY2284) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and manufactured homes per NFPA 13D; wet pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R; or, wet pipe sprinkler sys- tems for the residential portions of any occupancy per NFPA 13. The Series LFII (TY2284) has a 4.2 (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The flush design of the Series LFII (TY2284) features a separable es- cutcheon providing 3/8 inch (9,5 mm) vertical adjustment. This adjustment reduces the accuracy to which the pipe drops to the sprinklers must be cut to help assure a perfect fit installation. The Series LFII (TY2284) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY2284) Residential Flush Pendent Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY2284 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psl1/2 (60,5 LPM/barl/2) Temperature Rating: 1620F/72°C Vertical Adjustment: 3/8 inch (9,5 mm) Finishes: Sprinkler and Escutcheon: White, Chrome; or Black Physical Characteristics: Body .............. Bronze Deflector ........... Copper Valve Cap ........... Brass Orifice Seal ......... Copper Heat Collectors ....... Copper CENTRAL Customer Service/Sales: Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Operation The sprinkler assembly contains a small fusible solder element. When ex- posed to sufficient heat from a fire, the solder melts and enables the internal components of the sprinkler to fall away. At this point the sprinkler acti- vates with the deflector dropping into its operated position (Reference Fig- ure 1C), permitting water to flow. Page 1 of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP42O (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 Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tions "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- Minimum Flow N and Minimum Flow N and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Area (a) Spacing Ft. For Horizontal Ceiling (Max. 2 Inch Rise For Sloped Ceiling (Max. 8 Inch Rise (Max. 8 Inch Rise for 12 Inch Run) Three sprinkler design when there are more Ft. x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162"F/72"C 162°F/72°C 162"F/72`C 12 x 12 12 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 14x 14 14 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 16x 16 16 14 GPM (53,0 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 18 x 18 18 18 GPM (68,1 LPM) 19 GPM (71,9 LPM) 18 GPM (68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi (1,27 bar) 20.5 psi (1,41 bar) 18.4 psi (1,27 bar) 20 x 20 20 22 GPM (83,3 LPM) 24 GPM (90,8 LPM) 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 Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for installation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tions "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- TFP420 Page 3 of 8 . 1 , 3/32" (2,4 mm) TYR DO NOT OVER -TIGHTEN J CEILING LEVEL TOLERANCE LIMIT PROTECTIVE CAP A 2" (50 mm) DIA. l - I I 29/3213/16' l 1 (23,0±4,8 mm) _ �� B I �— 2-15/16'(75 mm) DIA. l I C FACE OF SPRINKLER FITTING 29/3213/16' ;23,0.14,8 mm) MOUNTING SURFACE SPRINKLER WRENCHING AREA 2-1/4' (57,2 mm) HEAT COLLECTOR 1/2" NPT -� 7/16" (11,1 mm) NOMINAL MAKE -IN 1 O T� DEFLECTOR IN OPERATED POSITION FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER WRENCH RECESS jj�_*4948 WRENCH & SOCKET COMBINATION ACCEPTS WRENCH 3/8" SOCKET #4947 DRIVE \ SOCKET FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINATION RGURE 3 PROTECTIVE CAP REMOVAL TOOL Page 4 of 8 Az E E E E CD V! �m N C4 N 0 FLUSH TY2284 POSITION B E E E E N � N N • N e TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2' (50.8 mm) FIGURE 4 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Calling Design Criteria" section) mum depth of 14 inches and the maxi- mum width is unlimited.The cross-sec- tional shape of the primary beam may be rectangular to circular. Secondary Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 5A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 5B). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 5C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 5C). Lintels. Lintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. TFP420 Sprinkler Types. Series LFII (TY2284), 162F, Flush Pendent Resi- dential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Fig. 4A). The vertical centerline of the Series LFII (TY2284) Flush Pendent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the pri- mary beam (Fig 4B). NOTES Core drilling of beams to allow the installation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFII (7Y2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- filed area (Fig.6). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft.- 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed to the compartment wall. NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP420 ALL FIGURES: A DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM COMPARTMENT WALLS J--A—I � A---� F IF f` FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0- (6,1 m) Page 5 of 8 14' (356 mm) MAXIMUM A = VW to 6-W (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14' (356 mm) MAXIMUM DEPTH 2U4r (6,1 m) MAXIMUM B A = T-4- to 6-W (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV - SECONDARY B ING A 14' (356 mm) MAXIMUM BEAM l DEPTH PRIMARY BEAM COMPARTMENT WALLS SECONDARY BEAM PRIMP BEA *REFER TO FIGURE 5B CO FOR SPANS EXCEEDING 20'-0' (6,1 m) FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0' (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS B = 20'-0' (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 29-W (6,1 m) A = 3'-4' to 6'-0' (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING AVING A 14"(356 mm) MAXIMUM DEPTH C = 3'-4' (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS C - ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 5 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) TFP420 spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather cluster, • 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 IABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND At 1 OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND F1 NESS FOR A PARTICULAR PUR- 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 Black.................... 51-123-6-162 Escutcheon: Escutcheon for Series LFII (TY2284), K=4.2, Residential Flush Pendent Sprinkler with (specify) finish, P/N (specify). Chrome .................. 56-123-9-001 White .................... 56-123-4-001 Black .................... 56-123-6-001 Accessories: Socket for Series LFII (TY2284) Resi- dential Flush Pendent Sprinkler, P/N 56-000-4-947. Wrench & Socket for Series LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-948. Protective Cap Removal Tool for Se- ries LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-300. Page 6 of 8 SECONDARY BEAM TFP420 PRIMARY * USE DISTANCES SHOWN BEAM IN FIGURES 5A, 5B & 5C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALLSURFACES FACE OF SOFFIT COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Installation The Series LFII (TY2284) must be in- stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling installation is complete. The Protective Cap must be removed to place the sprinkler In service. A leak tight 1/2 inch NPTsprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as shown in Figure 1A. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the Sprinkler into the sprinkler fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step 5. Use the "ceiling level tolerance limit" indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. Care and Maintenance The Series LFII (TY2284) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- VSR-SF e,POTTEJR FOR SMALL PIPE VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road - St. Louis, MO 63146-4161 55 Glen Cameron Road (314) 878-4321 - (800) 325-3936 Thornhill, Ontario, Canada L3T 1 P2 www.pottersignal.com (905) 882-1833 Stock No. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type waterflow, switch for use on wet sprinkler systems that use 1", 1 1/4", 1 1/2" or 2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to over- come the selected retard period. INSTALLATION: These devices may be mounted in horizon- tal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non -corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes - 1", 1 1/4", 1 1/2" and 2" Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2" polybutylene. (CTS -Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. - NEMA4/IP55 rated enclosure- use with appropriate conduit fitting. -Temperature range: 40° F to 120° F (4.5° C to 49° C) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler. NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, order Stock No. 0090018 waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installa- tions with the proper adapters so that the specified TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards. and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). PRINTED IN USA MKT. #8800003 - REV M PAGE 1 OF 2 MFG. #5400802 - 2197 FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL ctcA"'G O" DWG. /923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi- sion of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 3 FIG. 2 RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER I FOR DESIRED TIME DELAY. USE THE MIP AMOUNT OF RETARD NECESSARY TO PRI FALSE ALARMS, A 'B" SETTING IS USUA' ADEQUATE FOR THIS. FACTORY IS SET TO INSTALL, DRILL A HOLE AS INDICAT PIPE SIZE HOLE SIZE 2' to 2 1/2' 1 1/4' +118'-1/16' (50mm to 65mm) (33mm t2mm) 3' to B' 2' t1/8' (80mm to 200mm) (50mm t2mm) DWG. #761-30 LOCAL BELL TRANSFORMER OR BATTERY POWERED OPEN ON ALARM CLOSE ON ALARM SIGNALING DEVICE DIRECT WATER[ 1 VSR-F VANE TYPE WATERFLOW SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TYPICAL ELECTRICAL CONNECTIONS STYLE 8 (CLASS B) END -OF -LINE RESISTOR CKT. (SEE NOTE) OPEN ON CLOSE ON EOL ALARM ALARM RESISTOR SUPERVISED LOOP (SEE NOTE) OPEN ON CLOSE ON TO ADD'L TYPICAL SWITCH ACTION FROM ALARM ALARM DEVICES OPEN ON ""'CLOSE ON TR PANEL CON OL OR RETURN ALARM d ALARM TO CONTROL r TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 5OFT.-LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW ZD SETTINGS (IN SECS.) B C DL60-90 -40 35-55 50-70 NOTE: FOR SUPERVISED CIRCUITS SEE 'SWITCH TERMINAL CONNECTIONS" DRAWING AND CAUTION NOTE (FIG. 1). DWG. jJ761-15 NOTES: 1. The Model VSR-F has two switches, only can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 - REV L PAGE 2 OF 2 MFG. #5400761 -11/95 UFPOTT-ER WHttLUU& 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 NFPA/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 MT=24-LSM (strobethorn shown) PRINTED IN USA MKT. 118850002- REV A PAGE 1 OF 2 11195 dBA and Current Ratings Model MT 12/24 MT-24-LSM (Horn) (Strobe/Horn) Stock No. 1610914 Stock No. 1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code -3 Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code -3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391. 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 Hi/Lo 0.020 0.014 93 88 0.365 0.379 93 88 PRINTED IN USA MKT. 118850002- REV A PAGE 1 OF 2 11195 ' O >0 • d WWW •' e ' • ` n GD °' O • .• • • ;D•%'s•iJy'`:•�'• �- p : r° ri•\ Cts. t � :? { � r'•t j i ••.rj4:'�1••••:•;%' • '•i:(; r. r, 'r':.•:i• Z! v •�'' •..'•qD •.•:p,� y t ryi':"�' 7r•:;''i��. 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Zh.::•r..��:•al%• *-n./1\ r.:• ryA ..♦ � :�. r •• r' •�'•a' w O°• • 'ter n: r• ! r. •%�•'r): n...a. ,(�r�.:.•'�r r c(' ql l�" 7/STi� ••Y O� ?.fl"7� .: : �.••% .S•. j•-:..: :i."ii:• 1 t TY i .^:-7.5.' ,!S': �• �'',/• GJ � �l y� t� o•.. �' .. �,'.�i:•'L",A }a � . v • (� C" Orr o'!r ti. .:. •. ;������� �:• , 77"�/r4i. y��:' I�l. a�77!'•• .4 yJC�.S�N:'.'Y'. 4�.�.� N� p�is'j'i!r(i(�. ?r �• t' y�••'?. •/7.��,.'•i:44� w.r�Tt`? ✓ Fumes: FireFighter and Fir6ighter PG have no hazardous fumes. System Requirements and Limitations: All fire protection sprinkler systems winterized with FireFighter or FireFighter PG should conform to local, state and NFPA requirements. The use of antifreeze within these systems should also conform to NFPA requirements. ,., ,. ; Use of antifreeze solutions should also be in - conformance with any state or local health codes. completely filled and all air has been purged from Please contact your local health authorities if you the system. have any questions concerning the codes in your area. If the filling cup is NOT above the highest ;f o • Maintenance: procedures: ;•:; 1. Administer FireFighter or FireFighter PG at the Because the chemicals which compose FireFighter highest sprinkler branch line using a filling cup. The and FireFighter PG can break down over time, systems drop pipe should be filled through the filling cup as should be tested to determine the level of freeze shown in the diagram below. protection at the beginning.of each freezing season. To test the freeze protection level of FireFighter, use a small hydrometer to determine the specific gravity of ' ?' •' the solution. To maintain a —15°F flow protection, the specific gravity of FireFighter should be 1.141 at 71°F. To test the freeze protection level of FireFighter PG, use a small hydrometer to determine the specific gravity of the solution. To maintain a —15°F flow protection, the specific gravity of FireFighter PG should �! be 1.030 at 77 ° F. When the test indicates that the solution has weakened, empty the system and replace with fresh j'rj? .7 FireFighter or FireFighter PG, according to the installation instructions. a ��C•o •o INSTALLATION INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the water supply valves and drain the system. 2. Add FireFighter or FireFighter PG to the system through a filling cup. 3. Use the end sprinklers to vent air from the piping. 4. Back out all of the sprinklers slightly, until antifreeze appears. This assures that the piping is completely filled and all air has been purged from do the system. �,, •� 4 If the filling cup is NOT above the highest ;f o sprinkler, use one of the following installation` procedures: ;•:; 1. Administer FireFighter or FireFighter PG at the highest sprinkler branch line using a filling cup. The drop pipe should be filled through the filling cup as shown in the diagram below. 2. Tighten the sprinkler heads and open the valve marked 41 until the drop pipe and the section of pipe above valve 41 are empty. 3. Close valve #1. Close the filling connection valve. -" Slowly open the supply valve wide. Or: lap Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram below. HEATED AREA UNHEATED AREA�;� Filling Cup Sprinkler Head�?�` Water SupplyOro i,Y• # 1 � FN -Freezing — ution ` 12 ins.,r; Approved R Indicating Valve l 3 Drop 5 ft. min. # ■ — Check Valve (1/32' hole in Clapper)—] LDrain Valve Please tum to back panel for additional information. F' PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic' antifreezes designed specifically for fire protection systems. These products are used in place of water and other water -like fluids in sprinkler systems where freezing may either cause damage or interfere with the functioning of systems or equipment, and/or toxicity to humans or animals is a concern. _ FireFighter is compatible with all approved types of pipe, including BlazeMaster`, CPUC sprinkler pipe and fittings. _ FireFighter PG is compatible with all approved types of sprinkler pipe systems, with the exception of CPVC. Sizes: FireFighter and FireFighter PG are available in: �. _ One gallon plastic bottles (6 per case) —Five gallon pails o 30 gallon drums _ 55 gallon drums _ 5000 gallon tank trucks Color: oh�4' _ FireFighter is orange _ FireFighter PG is red Applications: y` v Wet fire protection sprinkler systems Ingredients: a, FireFighter: Active Ingredient- -Other Ingredients �G e<`tiO•� Glycerine Water Viscosity Reduction Agent Dye FireFighter PG: —Active Ingredient: Propylene Glycol Other Ingredients: Water Viscosity Reduction Agent Dye 'FireFighter Freeze Protection Fluid" is a trademark of The Noble Company. "BlazeMaster•" is a registered trademark of B.F. Goodrich *'Non-toxic" is used to describe extremely low chronic and acute toxicity. No maximum safe intake for humans has been established. The product is considered GRAS [Generally Regarded As Safe] by The Food and Drug Administration ' 'O�Cb° lye•, ,,� a ;,•::•; �;r .'•fir"• •::j, M1 111 ;i•1, J ,. r r at r Ir 14A off'''•'` ��` :7 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 8.0.9.6 _ Boiling Point at Atmospheric Pressure [760 mm] is 222°F Freeze Protection Properties: FireFighter and FireFighter PG: —Minimum Fluid Flow Temperature is —15°F _ Minimum "Burst" [Hard Freeze] Temperature is —50°F Flammability: FireFighter and FireFighter PG are not flammable since they have no measurable flash point (Pensky- Martens Closed Cup): however, both products can flash or burn if the water content is evaporated off. FireFighter: —Flash Point is 350°F* —Fire Point is 400°F" FireFighter PG: _Flash Point is 2140F� ' _ 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 "Generally Regarded as Safe" by the Federal Food and Drug Administration. —Cleveland Open Cup �a91. fh:.. n �rl�'Y' J:'• { R °. 0 e: ° .' ei 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. The Noble Company 614 Monroe Street Grand Haven, Michigan 49417 Phone: (6161842-7844 i —goo -6-8 —(,o6:2 S FAX- (616) 842-1547 ,Y .L �1 y ;y1yD ,t Printed In USA ©1989 The Noble Co. Form AFFPIG 289 ,_• ;• .t'�:7:^5 in 7;-•,. � ..- o'er.{t � - - �:.::,•::: e., r: �TLl:r{'::i q, YL{,`• ,( y -.. n(C:: '•,"• .9 '•+'Yj, ,''�1i'i:.o �• :1�;, t v�^:�,:.�.:;Y . •w �i a t0 e • OVVV a t4%%i:!�.• i�.;•i.�::i•, ,. • �. ^r, .'`5•/'i=•At f�� , ,app o ::/��. r:lt•+ "% '•-:� ( jig ,tn9/: � •� . .;.�or+r+':::���-:��'' c:; a` f.: .jL l :1�rah` •V?:: • ,(•7�:•::•'.ar'� r' `CN,�'a �• �. ' C tiy�I�7;•.` • � a fir'? •Y a ,�sri .��4a ' •��i 4� .'` t� :err ��, e f , �C;j •. 1 yu 1?ap • 1pj Y••�i��'1 � •• .t I n. ewr �• .�� c ' ' " '�`'�.-•"y�'C�','wj•�/- Q ,,�•�'�r t,°• oy,• � • • Cha ' c g y r';L'•••/.av[i.:.MA•�JCSrk�.o•_e'?r:'t' �p t \ l'• 0 • ,l Printed In USA ©1989 The Noble Co. Form AFFPIG 289 ,_• ;• .t'�:7:^5 in 7;-•,. � ..- o'er.{t � - - �:.::,•::: e., r: �TLl:r{'::i q, YL{,`• ,( y -.. n(C:: '•,"• .9 '•+'Yj, ,''�1i'i:.o �• :1�;, t v�^:�,:.�.:;Y . •w �i a t0 e • OVVV a t4%%i:!�.• i�.;•i.�::i•, ,. • �. ^r, .'`5•/'i=•At f�� , ,app o ::/��. r:lt•+ "% '•-:� ( jig ,tn9/: � •� . .;.�or+r+':::���-:��'' c:; a` f.: .jL l :1�rah` •V?:: • ,(•7�:•::•'.ar'� r' `CN,�'a �• �. ' C tiy�I�7;•.` • � a fir'? •Y a ,�sri .��4a ' •��i 4� .'` t� :err ��, e f , �C;j •. 1 yu 1?ap • 1pj Y••�i��'1 � •• .t I n. ewr �• .�� c ' ' " '�`'�.-•"y�'C�','wj•�/- Q ,,�•�'�r t,°• oy,• � • • Cha ' c g y r';L'•••/.av[i.:.MA•�JCSrk�.o•_e'?r:'t' �p t \ l'• 0 • ,l bedes 909 "Engineered for high Sizes %" - 2" 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 3/4" and 1" have Tee handle shut -offs. Available Models Prefix C - with strainer clean and check, 3A" and 1" only Suffix QT - with quarter -turn, full port, resilient seated ball valve shut -offs S - with bronze strainer HW - with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF - without shut-off valves Prefix U - with integral body unions (3/4" and 1" only) FAE - with flanged adapter ends (11/4",11h", 2" only) Features • Quarter -turn ball valve 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 -P eightS (approximate) Size Dimension (i ches) Wg .(lbs.) inches A B C D E F G H w/o strainer 3/4 211/4 171/+ 75/is 4 4Y, 111A 63Y+ 31A 154', 14 1 221/4 176 75116 4 43/+ 13 7 3'/e 17'/2 15 1'A 2544 205/8 103/e 5 65/e 14 71h 5'/4 421/+ 40 1'/: 273/ie 2134 103/e 5 65/e 15 7th 51/4 44 40 2 303/+ 235/e 103/8 5 65/e 16 7YA 514 474'e. 40 6 . For more information, send for ES -909S Patent 14,241,752 909UT-S v� 7 < 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 rate (7.5 feet per second) 16 X12 U) %11909 f■f■■fes■ I■■fes■■f■/i■■ (■■f■f■■ If■■■■fes■■f■■. ■■■■■ I■■■■■I■■■■ ■■■■■ I■■■■■■■■■ ■■■■■I■■■■■■■■■ 1 15 20 25 30 EP 1 1 .1. f■■■■iti•fi■■itit■iti•��'ft■ f■���� ��'���f■if■tifi• 1 f/I■it■fi■'■■ff■ff■itit■f■■it■ �■fii■■ ■f■■■it■f■■f■ it■f■f■fi■ f■■it■■■fi■■'f■ f■�■■ ■it■f■f■f■it■f■f■ f■f■f■f■ ■itt■■tf■■■tt■ff■ 1 1 1 f■■■■■■■■■hili■■ f■■its■ ■■it�f■fi■■■ =f■f■■ ■f■■f■■f■fes f■■f■■ ■fi■■■■fif■� ■fi■f■■ ■■itiTi•f■f■If■� 1 1 1 ► 1 1 .1 1 :1 '1 11 1 it■f■fi■■fl• �■f■fii■■fes f■■■■■ SII■■■■� �f■frit■■ fif■■■f■■ f■fi■f■f■■ �■f■■fi■f■ fi■f■fi■■■ fl■■f■■f■ 1 1 ■it■fffffff■Ilffff■Iffffff■fes■� fffffff■itf■ffif■I flit■f■Iffffffff■fffffffff■Ifffffffff� fffffff■fffffff■fffffff■I ■fffffff■tffffff■tl• J . , tl�fffffff■fffffff■Ifffff� ���ti�f� ���a1a�1 �■fffffffff■�� f■eft■I ■���� 1 1 11 1 11 STRENGTH OF COPPER TUBING SAFE WORKING INTERNAL PRESSURES 0° F'a S (Allowable stress in pounds per square inch) 6000 psi V tF S 5800 psi 00 F - S 3800 psi OP F • S 2500 psi tia?'Y� �1xAJtIS 1 � ' d; "'•YINTERNAL ~VOLT K .� Nom Size .s H x OF COPPERTUBING• Cubic Inches Per Cubic Feet Per Gallons Per Foot of Tubing 100 Feet of Tubing 100 Feet of Tubing (n nc es) K TYPE.K M TYPE L L M TYPE M L Nom. Size : `i:.: 150eF. 2500F. 350eF. 400eF. 150eF. 2508F. ,350eF. 400eF. 150eF. 2500F. 3506F. 4008F. In Riches,;:',; .0.0. (PSI) (PSQ (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) 1/e 3130 3030 1980 1300 .151 .162. .176 1.132 1.210 1319 sh ;: s/�6 1950 1890 1230 810 .242 1.735 1.808 94 ;': 5.232 5.808 1530 1480 970 640 1160 1120 730 480 1160 1120 730 480 s/�6 1200 1160 760 500 4.042 4.286 4.540 14.64 15.12 1572 :,-_3/a 1200 1160 760 500 900 870 570 380 750 730 470 310 t'` •'s..'` `" ':-` '1 1170 1130 740 490 800 770 500 330 560 540 350 230 ' ` c' ::':.: •`• s 920 890 580 380 740 720 470 310 500 480 320 210 .'/, 760 730 480 320 650 630 410 270 450 430 280 190 .7/e 880 850 560 370 590 570 370 250 400 390 250 170 47.84 680 660 430 280 510 490 320 210 340 330 220 140 1'/e 550 530 350 230 460 440 290 190 340 330 220 140 6 520 500 330 220 430 420 270 180 340 330 220 140 �,;,; ,. 2' 450 430 280 190 370 360 230 150 300 290 190 .120 • . „ ; , 420 400 270 180 350 340 220 140 280 270 180 120 410 400 260 170 330 320 210 140 260 250 160 110 "';•:3� `....• 3s 380 370 240 160 320 310 200 130 260 250 160 110 1/e 370 •360 230 150 300 290 190 120 260 250 160 110 360 •350 230 150 280 270 180 120 240 230 150 100 370 360 230 150 260 250 160 110 230 220 140 100 390 380 250 160 280 270 180 120 240 230 150 100 390 380 250 160 290 280 180 120 240 230 150 100 390 380 250 . 160 270 260 170 110 240 230 150 100 0° F'a S (Allowable stress in pounds per square inch) 6000 psi V tF S 5800 psi 00 F - S 3800 psi OP F • S 2500 psi tia?'Y� �1xAJtIS 1 � ' d; "'•YINTERNAL ~VOLT K .� Nom Size .s H x OF COPPERTUBING• Cubic Inches Per Cubic Feet Per Gallons Per Foot of Tubing 100 Feet of Tubing 100 Feet of Tubing (n nc es) K L M K L M K L M .936 .0542 A05 Li;,: 3/e. ."' 1.524 1.740 1.908 .0882 .101 .110 660 753 .826 '/z : `, •: 2.616 2796 3.048 .151 .162. .176 1.132 1.210 1319 sh ;: 4.008 4.176 .232 .242 1.735 1.808 94 ;': 5.232 5.808 6.204 .303 .336 359 2265 2.514 2.686 1. 9.336 9.900 10.488 .540 .573 .607 4.042 4.286 4.540 14.64 15.12 1572 .85 .88.. 91 634 6.55 6.81 20.64 2136 21.96 1.19 1.24 1.27 8.94 9.25 951 2 .:. - .y '. 36.12 37.08 38.04 - 2.09 2.15 220 1564 16.05 16..47 21/z 55.92 5724 58.68 3.24 3.31 3A0 2421 2478 25AO 3 " 79AS 8172 8376 4.61 473 4.85 3450 3538 3626 31k 108.00 11052 112.80 625 6.40 653 4675 47.84 48.83 4 140.4 144.0 146A B.i 83 8.5 60.8 62.3 63.4 5 a 2172 224A 226.8 12.6 13.0 13.1 94.0 97.1 982 6 .3108 321 A 326A 18.0 18.6 18.9 134.5 1392 141.3 24 Table A-2-3.4 Copper Tube Dimensions Nominal Tube Size in. 31.1 i 1'/4 1 72 2 2'/2 3 3'/2 4 5 6 8 10 Type L Type K Outside Wall Inside Thickness Wall Diameter Diameter Thickness (mm) in. (mm) in. (mm) in. (mm) 0.875 (22.2) .0.745 (18.9) 0.065 (1.7) 1.121, (28.6) 0.955 (25.3) 0.065 (1.7) 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) 1.625 (41.3) 1.481 (37.6) 0.072 (1.8) 2.125 (54.0) 1.959 (49.8) 0.083 (2.1) 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 5.125 (130.2) 4.805 (122.0) 0.160 (4.1) 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) Type L Inside Wall Wall Diameter Thickness (mm) in. (mm) in. (mm) 0.785 (19.9) 0.045 (1.1) 1.025 (26.0) 0.050 (1.3) 1.265 (32.1) 0.055 (1.4) 1.505 (38.2) 0.060 (1.5) 1.985 (50.4) 0.070 (1.8) 2.465 (62.6) 0.080 (2.0) 2.945 (74.8) 0.090 (2.3) 3.425 (87.0) 0.100 (2.5) 3.905 (99.2) 0.110 (2.8) 4.875 (123.8) 0.125 (3.2) 5.845 (148.5) 0.140 (3.6) 7.725 (196.2) 0.200 (5.1) 9.625 (244.5) 0.250 (6.4) Type Nf Inside Wall Diameter Thickness in. (mm) in. (mm) 0.811 (20.6) 0.032 (0.8) 1.055 (26.8) 0,035 (0.9) 1.291 (32.8) 0.042 (1.1) 1.527 (38.8) 0.049 (1.2) 2.009 (51.0) 0.058 (1.5) 2.495 (63.4) 0.065 (1.7) 2.981 (75.7) 0.072 (1.8) 3.459 (87.9) 0.083 (2.1) 3.935 (99.9) 0.095 (2.4) 4.907 (124.6) 0.109 (2.8) 5.881 (149.4) 0.122 (3.1) 7.785 (197.7) 0.170 (4.3) 9.701 (246.4) _ 0.212 (5.4) . 4000 INCORPORATED 32B CORONA, CA . (719) 737.5599 FIG. 23 HANGER FOR C.P. V. C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. Spec. Function - 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 fz�w =4=1 C I — — I * 40 �-r Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design* protects the C.P.V.C. pipe from any rough surface. The Fig. 23 and Fig. 24 are easily attached to the building structure using the two hex head self threading screws** furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. ° Patents Pending - Minimum fastener size acceptable, #12 x 1-1/4" hardened hex head self threading screw. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER SPACING (FT.) _ FASTENER HEX HEAD SIZE LENGTH APPROX. WEIGHT PER 100 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1 3/16p 1-3/16 5-1/2 5/16 1-1/4 1v �Rf�043z" 1001M f �9............. 1-1/4 4-3/16 3 .w 2-3/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 11 09-10"M + � K r� 1 r"e'•x ]) 3 +t ty `i Yb ,., ®Gri1y i• ' / 'S�s�'�"# + x � ^rp'. T M!115 2 4-7/8 3-11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1-1/4 15 REVISED 8/91 Central Sprinkler BlazeMastero J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition No. 19.1.0 Rev.4 5/96 May 1996 UL & C -UL File #Ex4470 Table of Contents Introduction ......................................... 1 Conversion Factors ................................. 1 Listings and Approvals .............................. 1 Where and how to use a Central BlazeMaster System:.... 1 Central BlazeMaster Specifications ..................... 3 Pipe.............................................3 Central BlazeMaster Fittinas ......................... 3 Solvent/Cement.................................... 3 Dimensions for Central BlazeMaster CPVC Pipe .......... 3 Fitting Socket Dimensions ............................ 3 Product Ratings and Capabilities ....................... 4 Pressure Rating & Pressure Listing .................... 4 Friction Loss.......................................4 Thermal Expansion ................................. 4 Physical and Thermal Properties of Central BlazeMaster CPVC................................ 6 Permissible Deflections of Central BlazeMaster CPVC ..... 6 Support and Hanger Recommendations .................. 7 Pipe Bracing with Standard Band Hanger .............. 7 Hanger/Support Spacing ............................7 Vertical Restraint .................................... 7 Underground Installation Specifications ................ 9 Pipe..............................................9 Fittings........................................... 9 Primer/Solvent Cement ............................ 9 System Design .................................... 9 Installation Procedures ............................. 9 Inspection ........................................ 9 Trenching ........................................ 9 Snaking of Pipe .................................... 9 Back -Filling ...................................... 10 Maintenance ..................................... 10 System Riser Installation Requirements ................. 10 System Riser Installation Recommendation ............. 10 Handling & Storage ................................. 11 Handling ........................................ 11 Storage......................................... II Handling of Central BlazeMaster Cements and Primers .. 11 Solvent/Cementing Instructions ...................... 11 Joining Central BlazeMaster Pipe. Systems .............. 11 Cutting.......................................... 11 Deburring....................................... 11 Fitting Preparation ................................ 12 Safety and Health Precautions ................. . ..... 12 Estimating Primer and Cement Requirements .......... 12 Primer Application ................................ 12 Solvent Cement Application ........................ 12 Assembly ........................................ 12 Set and Cure Times ............................... 13 Pressure Testing the System ......................... 14 Transition to Other Materials ......................... 14 Flanged Connections .............................. 14 Grooved Coupling Adapters ........................ 15 Penetrating Fire Rated Walls & Partitions .............. 15 Other Design Criteria .............................. 15 Freeze Protection ................................. 15 Central BlazeMaster Systems and Penetration of Metal Studs .................................... 15 Solvent Cement and Primer Spills .................... 15 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 Joining Central BlazeMaster CPVC in Hot Weather ...... 16 Appendix..........................................16 Helpful Tips .............................. .........16 Material Safety Data for Solvent Cements and Primers ... 16 Training/Demonstration ............................ 16 Material Safety Data Sheets ........................... 17 This Installation and Technical Manual contains the criteria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing, C -UL Listing and/or FM Approval. Additionally, the manual contains recommendations for easier installation, general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing, C -UL Listing and/or FM Approval. To differentiate between a requirement and a suggestion, use the following definitions: SHALL - The use of the word "shall" indicates a mandatory requirement of the Listings/Approval. SHOULD - The use of the word "should" indicates a suggestion that is not required to meet the Listings/Approval. Warranty Central 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 expressly made in lieu of any and ah other warranties, expressed or implied, including the war- ranties of merchantability and fitness. All sales by Central shall be subject to the terms and conditions stated herein. The placement of orders with Central shall constitute accep- tance of these terms and conditions. If buyers' purchase orders or confirmations are at a variance with the terms and conditions herein, they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County, Pennsylvania and the U.S. District Court for the Eastern District of Pennsylvania with respect to any proceedings arising out or in connection with any purchase and sale contract entered into between Central and buyer. Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look for the UL, C -UL, FM and NSF-pw S.E. marks on the product. BlazeMaster' is a registered trademark of the BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. May 1996 UL & C -UL File #Ex4470 Introduction Central Sprinkler Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC (Post Chlorinated Polyvinyl Chloride) sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide the following . , advantages over traditional sprinl`ler piping systems: • Increased hydraulic capabilities (C -Factor =150) • No precutting and expensive fabrication required • NSF-pw S.E. approved for potable water • Can be easily connected to other sprinkler 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: Iinch = 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 Including Four Stories in Height", NFPA 13R. • Residential occupancies as defined in the Standard for" Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes", NFPA 13D. • Underground fire service systems as described in the " Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. • 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 fitting's are Listed by ME&A in Residential buildings as defined by NFPA 13D and 13R. The ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E.. Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro -Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C -UL Listed and 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 sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R, 13D or 24 shall be followed and when applicable, the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: L In accordance with the UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum protection shall consist of either one layer of/" thick gypsum wall board, f" plywood soffits, or a suspended membrane ceiling with lay -in panels or files 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 h„ plywood. In these cases, any standard sprinkler head rated at 170°F or less may be used. may 1"0 UL & C -UL File #Ex4470 B. In accordance with the C -UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- tection shall consist of either lath and plaster, one layer of 9mm thick gypsum wallboard, one layer of 13'mm plywood, or a suspend- ed membrane ceiling with lay -in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kg/m2 when installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills, exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent, individual openings exceeding 0.03rn , but not exceeding 0.71 m2 in area must be located such that the distance from the edge of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 031m2 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 any area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damaae. Drop in ceiling tiles, as used in suspended ceilings are specifically considered not to be permanently installed for the purposes of this definition. Non-combustible is defined as having a minimum finish fire rating of 15 minutes when tested per ASTM E 119. 4. For an exposed installation: A. In accordance with the UL Listing, Biazeh4aster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations, Listed Quick Response pendent sprinklers installed within 8" from the ceiling or Listed Residential sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations, Listed Quick Response horizontal sidewall sprinklers having deflectors within 6" from the ceil- ing and within 4" from the sidewall or Listed Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance beh een sprinklers shall not exceed 14'. B. In accordance with the C -UL Listing, BlazeMaster CPVC pipe and fittings shall be installed below a smooth, flat, horizontal, fixed ceilings in conjunction with Listed Quick Response or Residential sprinklers with a maximum rating of 77°C. S. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150"F (65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers, as refer- enced in NFPA 13. However, NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMaster pipe and fittings 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- tation. 8. Central BlazeMaster pipe and fittings, when installed in accordance with its UL Listing in air plenums, shall be a minimum horizon- tal distance of 24" from an opening in the ceiling such as ventilation grills. The C -UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions, consult building codes and Authorities Having Jurisdiction in your area. Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources, such as light fixtures, ballasts and steam lines. Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source, the maximum ambient temperature, heat shielding, if any, and proximity of CPVC piping to the above. Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10. During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11. Central BlazeMaster pipe and fittings shall not be installed in outdoor applications. 12. The use of BlazeMaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. .-I . -- UL & C -UL File #Ex4470 Central B1azeMaster Specifications Pipe - Central Sprinkler B1azeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc. (UL & C -UL), Factory Mutual (FM),1E&A, and the National Sanitation Foundation (NSF -;)Vi S.E.) for use in potable water systems. Fittings Central B1azeMaster sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from %" to 1 f") and ASTM F439 (Schedule 80 dimensions for 2" to 3"). Female threaded adapters for sprinkler head connections contain brass inserts. Fittings carry the mark- ings of Underwriters Laboratories Inc. (UL & C -UL), Factory Mutual (FM), ME&A, and National Sanitation Foundation (NSF-pw S.E.) for use in potable water systems. Solvent/Cement B1azeMaster CPVC socket connections can be joined using one of two solvent/cementing processes. Connections shall be joined with Central Sprinkler BlazelAaster One -Step CSC -300, CSC400,or CSC -500 Solvent Cements or Two Step CSC -100 Primer and CSC -200 Solvent Cement. CSC -100, CSC -200, CSC -300, and CSC -400 or CSC -500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cement- ing instructions within this manual prior to installation. Other primer or cements shall not be used with Central B1azelAaster products and the use of such non -approved welding agents will void the Manufacturer's warranty and product Listings/Approvals. Dimensions for Central B1azeMaster CPVC Pipe Table A • Central B1azeMaster Pipe Dimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average 00 Average ID Pounds per Feet '/<' (19.1) 1.050 (26.7) .874 (22.2) .168 1" (25.4) 1.315 (33.4) 1.101 (28.0) .262 1'/a' (31.8) 1.660 (42.2) 1.394 (35.6) .418 1%. (38.1) 1.900 (48.3) 1.598 (40.6) .548 2" (50.8) 2.375 (60.3) 2.003 (50.9) .859 2X' (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 0.275 _ 2W _ 2.889 2.868 1.750 2.316 0.276 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. �J Table B • ASTM Dimensions for CPVC fittings in Inches: Nominal Size A Socket Entrance Diameter Average Diameter B Socket Bottom Diameter Average Diameter C Socket Length Minimum D Inside Diameter Minimum E F Minimum Wall Thickness Y4. 1.058 1.046 0.719 0.820 0.113 0.141 1' 1.325 1.310 0.875 1.044 0.133 0.166 1'/<' 1.670 1.655 0.938 1.375 0.140 0.175 ix" 1.912 1.894 1.094 1.604 0.145 0.181 2" 2.387 2.369 1.500 1.933 0.218 0.275 _ 2W _ 2.889 2.868 1.750 2.316 0.276 0.345_ 3" 3.516 3.492 1.875 2.892 0.300 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. �J May 1996 UL & C -UL File #Ex4470 ° Product Ratings and Capabilities Pressure Rating & Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C -UL Listed and FM Approved for a rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150°F (65°C). 41 Friction Loss Central BlazeMaster CPVC pipe has a Hazen -Williams C -Value of 150. Pipe friction loss calculations shall be made according to NFPA Standards. The following table s1nows the allowance of friction loss for fittings, expressed in equivalent feet of pipe. Allowance tar Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size (In.) '/" 1 1" 1 1'/" 134" 2" Tee Branch 3 1 5 1 6 1 8 10 1 12 1 15 Elbow 90" 4 1 5 1 6 1 7 1 9 1 19 1 13 'The above stated friction loss values are for Central BlazeMaster fittings only. When using other lasted BlazeMaster CPUC 90` elbows with Central Sprinkler BlazeMaster products, please consult the fitting manufacturer'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 rF. A 25°F change in temperature will cause an expansion of % inch for a 50 foot straight length. For most operating and installation conditions, expansion and contraction can be accommodated at changes in direc- tion of the pipe run. For additional information on Thermal Expansion please see Table C below. Where AL = 12e1(AT) e = 3.4 x 10-' in/in/°F (Coefficient of Linear Expansion) L = Length of Run in Feet AT = Temperature Change in OF An example of Thermal Expansion is shown below: Example: How much will a 40 foot run of %"of BlazeMaster CPVC pipe increase in length (or expand) if the expected ambient temperature ranges from 35'F to 85°F? Changes in length due to fittings are insignificant relative to the pipe. AL = 12el (AT) AL = 12 (.000034) x 40 x 50 AL =.82 in. or %6" Central BlazeMaster CPVC exhibits _a relatively high coefficient of thermal expansion (see Table Q. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (fe; summer to winter extremes). h4ethods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pipe run. (See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the mmximum worldng temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60'F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables D and E. For conditions which are not covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100°F. Refer to Table H on page 4. AT = 70°F S = 1560 psi E = 3.85 x 10 psi Table D •Loop Length (30°F to 200°F) AT = 70°F Table C • Thermal Expansion Nom. Pipe Size ate' O.D. 10 20 Temp Change 5 10 15 20 25 30 Length of Run (ft.) 35 40 45 50 70 90 120 160 AT°F 21 24 26 28 30 32 33 Thermal Mansion, AL (in.) 39 42 1' 1.315 12 - 20 .04 .OB .12 .16 .20 .24 .29 .33 .37 .41 .57 .73 .98 1.31 30 .06 .12 .18 .24 .31 .37 .43 .49 .55 .61 .86 1.10 1.47 1.96 40 .08 .16 .24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 50 .10 .20 .31 .41 .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 1.29 1.43 2.00 2.57 3.43 4.57 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 2.28 2.94 3.92 5.22 90 .18 .37 .55 .73 .92 1.10 1.29 1.47 1.65 1.84 2.57 3.30 4.41 5.88 100 .20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 AL = 12el (AT) AL = 12 (.000034) x 40 x 50 AL =.82 in. or %6" Central BlazeMaster CPVC exhibits _a relatively high coefficient of thermal expansion (see Table Q. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (fe; summer to winter extremes). h4ethods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pipe run. (See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the mmximum worldng temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60'F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables D and E. For conditions which are not covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100°F. Refer to Table H on page 4. AT = 70°F S = 1560 psi E = 3.85 x 10 psi Table D •Loop Length (30°F to 200°F) AT = 70°F Nom. Pipe Size ate' O.D. 10 20 30 40 Length of Run (ft.) 50 M 70 Length of Loop (in.) 80 90 100 120 140 160 R 1.050 11 15 18 21 24 26 28 30 32 33 37 39 42 1' 1.315 12 17 20 24 26 29 31 33 35 37 41 44 47 1r 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 1 Sf' 1.900 14 20 25 2B 32 35 38 40 43 45 49 53 57 2'. 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 274" 2.875 18 25 30 35 39 43 46 49 52 55 60 65 70 3' 3.500 19 27 33 38 43 47 51 54 58 61 67 72 77 Loop ewelaw, low 'we. offset Change of Direction Long Run of Pipe - O- Hanger or Guide q - Reslra'va Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 'F 73° 80' 90' 100' 110' 120' 140° 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 105 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psi) May 1996 UL & C -UL File #Ex4470 Note: Table based on Stress and Modulus of Elasticity at 120°F Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10' psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT = 807 S = 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: I= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 100'F (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example How much expansion can be expected in a 240 foot run of 2" Central BlazeMaster CPVC pipe installed in 40"F given a maximum temperature change to 100°F? Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT= 100°F - 40T AT = 60T Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. Length of run = 160 feet with AT = 60°F From Table C, AL = 3.92 in 11 Table E Loop Length OT to 120°F) AT = 60°F Nom. Pipe Size Avg O.D. 10 20 30 40 Length of Run (ft.) 50 60 70 Length of Loop (in.) 80 90 100 120 140 160 3: 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 4.0 43 46 1Y' 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 134' 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 62 238 2.875 17 24 30 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42' 46 50 54 57 60 66 71 76 Loop ewelaw, low 'we. offset Change of Direction Long Run of Pipe - O- Hanger or Guide q - Reslra'va Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 'F 73° 80' 90' 100' 110' 120' 140° 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 105 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psi) May 1996 UL & C -UL File #Ex4470 Note: Table based on Stress and Modulus of Elasticity at 120°F Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10' psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT = 807 S = 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: I= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 100'F (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example How much expansion can be expected in a 240 foot run of 2" Central BlazeMaster CPVC pipe installed in 40"F given a maximum temperature change to 100°F? Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT= 100°F - 40T AT = 60T Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. Length of run = 160 feet with AT = 60°F From Table C, AL = 3.92 in 11 Table F • Loop Length (70T to I50°F) AT = 80°F Pipe Size Nom. Avg' O.D. 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 36 38 40 43 47 50 54 iV 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 1'/.' 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 134' 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 81 234' 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 ewelaw, low 'we. offset Change of Direction Long Run of Pipe - O- Hanger or Guide q - Reslra'va Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 'F 73° 80' 90' 100' 110' 120' 140° 150' Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 105 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psi) May 1996 UL & C -UL File #Ex4470 Note: Table based on Stress and Modulus of Elasticity at 120°F Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 10' psi Note: Table based on Stress and Modulus of Elasticity at 150°F Refer to Table H. AT = 807 S = 875 psi E = 3.08 x 10' psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: I= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 100'F (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example How much expansion can be expected in a 240 foot run of 2" Central BlazeMaster CPVC pipe installed in 40"F given a maximum temperature change to 100°F? Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT= 100°F - 40T AT = 60T Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. Length of run = 160 feet with AT = 60°F From Table C, AL = 3.92 in 11 E Support and Hanger Recommendations* ToecO _ �. �-�'---�.w--."�"e �w•---'�::.. -? fir`:_ c a+' CSC'.:.CPVC . Model No. 22 (shown) Model No. 23 (shown) May i t+ab UL & C -UL File PEx4470 Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not have rough or sharp edges which can come in contact 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 /" pipe). Pipe hangers must comply with the appropriate Standard, NFPA 13, 13D, or 13R, whichever applies. Some local codes may not allow plastic to metal contact. In this case, plastic sleeves or vinyl electrical tape should be used to isolate the materials. Strapping pipe overly tight to a struc- tural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger, but is not pinched or crushed in any way. PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco, Inc. and Afcon make three hanger/restraining devices that are available for use 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 5YV socket attachment. No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli- cation. The Tolco Models 22 and 23, and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria. For more information about Tolco or Afcon products, consult the Central Sprinkler Company. Table L • Support Spacing "L" (ft.) CPVC SDR 13.5 Temp *F Nominal Pipe Size 1Y.1 I 73° 5% 6 6% 1 7 8 1 9 10 Vertical Restraint Hanger/Support Spacing Because Central B1azeMaster pipe is more rigid than other types of plastic systems, the support spacing shown in Table L shall be adhered to when installing the system. For exposed installations, Listed support devices shall be used which mount the B1azeMaster piping directly to the ceiling or side wall. When a sprinkler head activates, a significant reactive force is exerted on the pipe, especially at system pressures greater than 100 psi. The reactive force will cause the pipe to lift vertically if it is not properly secured, especially if the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a i:", 1" or I X"' 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 Yt 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 CPVC Table M • Support Spacing Distance with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) i; inch 4' 3' 1 inch 5' 4' 1 % inch 6' 5' 1A inch 7' 7' A/ inch 7' 7' 'Loral codes have final authority on which types of hangers can be used. pipe as shown to the left. Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Tables M and N. May 1996 UL & C -UL File #Ex4470 When piping is suspended from a deck, hangers are : squired to suspend the pipe as well as for vertical lift restraint. One support can serve as both. Drop locations z?tween supports are acceptable in any location as lona as support spacing is in compliance with Table M. Examples of where this type of hanging is used include: concrete decks th rod and ring hangers, "pan decks" on I beams with C- lamps, or concrete anchors, and under wood joists with straps or rod hangers. See Figure 0. Figure A Side view When the piping is supported by wood joists or trusses, the structure provides the support, especially when the joists are close together. The only requirement with this type of construction is to provide vertical restraint and hangers are not required. When supporting CPUC piping below the deck, and when the supporting members are spaced far apart, it is important to brace for upward restraint per Tables M and N. Drop location between supports are acceptable in any location as long as support spacing is in compliance with Tables M and N. tig. U • Drop Ceiiing installation, Maximum Table M Bar Joist (Reference Table M)• (Rei. Table N)' E Any distance between su000rts Finished Ceiling Line Fig. Q • Sprinkler Drop Pipe Adjacent to Truss Wood Frame Construction in manufactured homes, additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification ' C?VC pipe or fitting must be supported near a sprinkler head as shoran in Tables 14 and N. Table N • Support Spacing to an End Line Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi (690 kPa) GreaterPa)Inch 9' 1 inch LOOpsi 1'0' 1% inch 1'4' 1! inch 2' >1 % inch 2' tig. U • Drop Ceiiing installation, Maximum Table M Bar Joist (Reference Table M)• (Rei. Table N)' E Any distance between su000rts Finished Ceiling Line Fig. Q • Sprinkler Drop Pipe Adjacent to Truss Wood Frame Construction in manufactured homes, additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification ' C?VC pipe or fitting must be supported near a sprinkler head as shoran in Tables 14 and N. Y 1 FIG. 22 HANGER FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw** furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. Patent Pending - Minimum fastener size acceptable, X12 x 1-1/4" hardened hex head self threading screw. Q L T 1_ MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FT.) SIZE LENGTH PER 100 3/4 2-7/16 1-5/16 1-3/16 5-1/2 5/16_ 1-1/4 9 1-1/4 3-1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 jj �' jib x^.47.+•3«a . _ z,'� c+���� 3t�!'�$.Lw +i<' . ;.....?tl �'t'�'��+'L"R.�. r <.wSiayl'e 2 3-3/4 2-1/8 1-3/16 8 5/16 1-1/4 15 REVISED 8/91 INCORPORATED 32B CORONA, CA . (714) 737.5599 FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE I I � I It— B---V-I-4— s --►I 4 Y C 1.4 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 Q 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 x 1-1/4" hardened hex head self threading screw. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER SPACING (FT.) FASTENER HEX HEAD SIZE LENGTH APPROX. WEIGHT PER 100 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5 1/2 5/16 1-1/4 ' 9 I WIN 15- AN x Y \ a +F'r n e n�rsi +mCC. srpx•m z , r �- `T.. `�' ,� ^i?Sq IN 1-1/4 4-3/16 3 2-3/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 11 WEE IWE 10 2 4-7/8 3 -11/1 2-7/16 1- 27/3 1-3/16 1-3/16 8 1 5/16 1-1/4 1 IBM, 15 REVISED 8/91 1�oLc0 INCORPORATED CORONA, CA . (714) 737.5599 5 PICTORIAL INDEX Fig. 103 Fig. 115 Hanger Rod Flat Washer Threaded 0 Page 63 Both Ends Right Hand Page 56 Fig. 104 Fig. 116 J -Bolt Bevel Washer Page 56 Page 63 Fig. 105 Fig. 117 Coach Screw Lock Washer Hanger Rod N100 Page 64 Page 57 Fig. 106 89. 118 Tle Bolt AW Square Washer Page 57 Page 64 Fig. 107 119 Anchor Bolt Fender Or Page 58 Oversized Washer Page 64 FIs. 108 Fig. 120 L Rod Thread 'U' Hanger Both Fads Page 65 Page 58 Fig. 109 Concrete ®� Fig. 120 MJ ff Deck Inserts Mutt & Je Page 59 Page Hanger Page 65 Fig. 110 Fig 120 W Standard Wrap Around U Bolt with 'U' Hanger 4 Hex Nuts Page 66 Page 60 Fig. 111 Fig. 122 Light Weight Wood Screws U Bolt With Flat Head Two Hex Nuts Page 66 Page 61 Fig. 112 Fig. 123 Short Tangent Toggle Bolt U Bolt with Page 66 Two Hex Nuts U t Page 62 Fig. 113 Fig. 124 Standard Spring Toggle Hex Nut Heads Only Page 62 Page 67 Fig. 114 Fig. 125 Heavy Hex Nut Drive Screw Page 63 Page 67