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Miscellaneous - 88 PEACH TREE LANE 4/30/2018
\ \ : _ ol P-4-rE I m5=01W, Im North Andover Board of Assessors Public Access �. , , ` j Page 1 of 1 7 4V40, s i* S^C sinroperty Record Card Click Seal To Return Parcel ID :210/098.A-0129-0000.0 FY ---2012 Community: North Andover Search for Parcels Search for Sales Summary Residence Detached Structure Condo Commercial Location: 88 PEACH TREE LANE Owner Name: GOMES,PAULO JORGE GOMES, RANYA KUMAR Owner Address: 88 PEACH TREE LANE City: NORTH ANDOVER State: MA Zip: 01845, Neighborhood:9 - 9 Land Area: 0.33 acres Use Code:: 101-SNGL-FAM-RES Total Finished Area: 3424 sgft ASSESSMENTS CURRENT YEAR, PREVIOUS YEAR Total Value::.. 650,600 650,600: Building:Value: 442,900' 442,900 Land Value: 207,700 207,700 Market Land Value: 207,700 Chapter Land Value:' LATEST http://csc-ma.us/PROPAPP/display.do?linkld=1893861 &town=NandoverPubAcc I IlJ 5/18/201 r- 0 I m Om oCL oC 0 oM O � TJ m m� rC CD Do 0 n. 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Tv� N (n a U) coiiD 'O m D n 2 m m D Z m O . . = Commerce f N S'U R A N'G Er April 07, 2014 The Commerce Insurance Companysm Citation Insurance Com panysm 11 Gore Road, Webster, Massachusetts 01570 508.949.1500 www;commerceinsuiance.com BUILDING COMMISSIONER or INSPECTOR OF BUILDINGS TOWN/CITY HALL NORTH ANDOVER MA 01845 Board of Health or Board of Selectmen Town/City Hall RE: Our Insured: PAULO GOMES I RAMYA GOMES -- Property Address: 88 PEACH TREE LANE Policy#: BCXTDK Date of Loss: 02/07/2014 File#: HXWV89-CNXPP2 Claim has been made involving loss, damage, or destruction of the above captioned property which may exceed $1,000, or cause Massachusetts General Laws, Chapter 143, Section 6 to be applicable. If any notice under Massachusetts General Laws, Chapter 139, Section 3B is appropriate, please direct it to my attention. Please reference the above captioned insured, location, policy number, date of loss, and file number on any correspondence. LISA LEAHY Teleph6ne:.(508)949-1500 Ext: 15846 Claim Representative I, Property Toll Free: 1-800-221-1605, Ext: 15846 On this date, I cause copies of this notice to be sent to the persons indicated above, at the address above, by first class mail. April 07, 2014 Water and black mold damage Y a CERTIFICATE OF USE & OCCUPANCY' TOWN OF NORTH ANDOVER. Building Permit Number 567 (4/1/2005) Date: Jan 4. 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 88 Peachtree Lane MAY BE OCCUPIED AS Single Family Dwelling: IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate. Issued to: Peachtree Development 231, Sutton Street North Andover MA 01845 � Building Ins ector CA m m m m m X CA m CA EP m -P"o -0 =r CO9. Scr CIO 0 CA a C.L 0 we C-3 to CL m ca 0, ca =r R a, m" CD -400 =CD CD cl) -4 -1 w CD 0 0 cc 0 -1 = .0 z:s. 10), CA 0 LA. 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I ` f 4. � �. .. i - � - p• ' 1 +���,� � )' � f. � .r4, I� 1 .. f I � H� ,. .. � I j � i .. 4 �, � i � } III b l over 11845 ` l� ',8-9542 PA C ICAT �j SUBDI DATE REQUEST FILED 1 cl — a7- 0 DATE READY FOR INSPECTION ° � x t0[K�t w.tiKw 7'G rl%��RATstf ApA`y .�J )CCUPANCY / INSPECTION Peaches Fpm-, TEN (10) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND-SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FAAME..A RE -INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGEDIF.THE STRUCTURE DOES OT MEET ALL APPLICABLE CODES. SIGNATURE %r��)nir - n�LL 1+'r'1K:rar UUSEUNLY * * * **************************************** ROUTING D.P.W. - WATER METER 1 S` DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. SIGNATURE / DPW AUTHORIZATION c A Towvn of North Andover Building Department 27 Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax(978)688-9542 1 � TH O [DL M1t wi�wKw 7 �Ao"Al. APPLICATION FOR CERTIFICATE OF OCCUPANCY / INSPECTION ADDREss _ `KX VeaCi1 I\Qa: LOT NUMBER v M SUBDIVISIONQQCiGilt ' � �a()'�'1 DATE REQUEST FILED DATE READY FOR INSPECTION TEN (10) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TEVIE FAAME..A RE -INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED"]F;TBE 7UCTURE DOES>OT MEET ALL APPLICABLE CODES. SIGNATURE C 1` OFFI IAL USE ONLY ROUTING D.P.W. — WATER METERs� DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO, THE INSPECTION REQUEST DATE. SIGNATURE / DPW AUTHORIZATION Peacktre rA December 28, 2005 Mr. Gerald A. Brown, Inspector of Buildings Building Department Town of North Andover 400 Osgood Street North Andover, MA 01845 Dear Mr. Brown: We are requesting a Certificate of Occupancy inspection for 88 Peachtree Lane (Lot 18) at Peachtree Farm on Tuesday, January 3, 2006. Please let me know if you have any questions or if you would like to .schedule a time to walkthrough the house. Thank. you for your attention to this matter. Sincerely, I &I Brian Darcy Project Manager Peachtree Development, LLC Peachtree Development, LLC P.O. Box 907 - North Andover, MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net m m m X m y m N m C2 y d C � W d Cos CM) CD 'v O nZ y 06 � � o C. = y o O CD CD O dCL CD CD o CD C CD H �O y C I � v CA O CD z oCD C CD C c E� c go = 0 �N O Q H a0 So y CL ED n \1n ZNa fC 0 d -.0 m 7D Im IVa �' �(� �. " X11 � I�.yr CD CDO m y C : y --I N O -.= IFm: m CA = r v o R R '71PO � ° p oo a \ o o C G \ `< •� \ �' �(� �. " X11 \ ��"�' I�.yr ly r � A 4L 0 CL O C fD DECKS: Separate permit required: Lag to house, provide flashing. Rails min. 36 " high, Baluster max space 5" on center. Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs'required for inspection. Re -inspection fee - $30.00 (Be Ready). Certificate of occupancy required prior to occupying structure. yp ntiY: GENERAL BUILDING NOTES/CHECKLIST- NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS, ADDRESS, AND PERMITCOPY 0 ( K)..or no inspections t' INSPECTIONS: (Minimum) Excavation, Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway ' Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain - pipe/stone/fabric filter/cover and outlet connection. - a FRAME: Fireblock -.over girts/plates between floor joist Penetrations for plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. , Size ridge to provide full bearing at rafter cuts. `- Hip and Valley rafters - watch bearing at walls. Ridge & Hip - Provide proper connections. Cathedral roof rafters provide proper connections and use "Hurricane Clips" tie to plate.x Stair stringers -watch cuts and heal support. Joist hangers - fully nailed w/ hanger nails. Sill plates 2-2X6 (1 PT) w/sill seal. Girls - solid brick or steel plate bearing at foundations ' v % " air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. ' Solid bearing support for Headers/Beams etc. Check headroom clearances - stairways, under beams Attic Access. (min. 22x30 w/3' headroom above). Crawl space access. (min. 18)24). Bath exhaust fans to have metal duct to exterior (not in soffit). -r Firecode S/R wood frame of "0" clearance fireplaces & stoves ';.. Window Schedule or Every Habitable Room Must Have: Natural light equal to 8% of floor area. '/4 of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door.", -Vent attic spaces - "proper vent", soffit and required ridge vents. x. Firecode under stairs if used for storage ` FIREPLACES: Separate permit required. Inspections at Footing - Smoke Chamber - Finish Smooth parging, clean joints, 8" solid @ combust. Surf. ° DECKS: Separate permit required: Lag to house, provide flashing. Rails min. 36 " high, Baluster max space 5" on center. Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs'required for inspection. Re -inspection fee - $30.00 (Be Ready). Certificate of occupancy required prior to occupying structure. w 10,0 -0 =r -4 c E-1 0 IN O is CD cr co 3:0 SCDCO) CL "o CD no Nm S CL m Go CD . 2 3 =F-6 =r CL CL Iw C2 I m CD -40 O 0 Er aCA co cl, UO 02 CD C. .0 CL C/) CD CD nC/) C.) -c .: 0 0 C' n 0 ib Co C/) C2 a. C/) m 1sT 0= CD: cc%:, Ere= ti I 92 co CD CD C/) co) 1s.C/) �o•: CIO =0 "N 0 2 IL m m z 0 t 09 .4c * * TO IV 0 0- z M I a. cn Cl -7, to cop) "0 Cl) 0 CD 0 Z cop) C, = CL m CL m CO) >CC2 m m 0 dCD Cl X cn m cr "C d =r Co CCD o s CD y. TWO cop) CD COD CD 10 CD z CD CD w 10,0 -0 =r -4 c E-1 0 IN O is CD cr co 3:0 SCDCO) CL "o CD no Nm S CL m Go CD . 2 3 =F-6 =r CL CL Iw C2 I m CD -40 O 0 Er aCA co cl, UO 02 CD C. .0 CL C/) CD CD nC/) C.) -c .: 0 0 C' n 0 ib Co C/) C2 a. C/) m 1sT 0= CD: cc%:, Ere= ti I 92 co CD CD C/) co) 1s.C/) �o•: CIO =0 "N 0 2 IL m m z 0 t 09 .4c * * TO IV 0 0- z M I a. cn Cl -7, to C/) C/3 by Rf IV 0 go 0- z t- I a. cn Cl -7, to -N % C/) O i� GENERAL BUILDING NOTES/CHECKLIST- NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS, ADDRESS, AND PERMIT (COPY OK)..or no inspections 7 - INSPECTIONS: (Minimum) Excavation, Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain - pipe/stone/fabric filter/cover and outlet connection. FRAME: Fireblock - over girts/plates between floor joist Penetrations for plumbing, heat, elee, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters - watch bearing at walls. r Ridge & Hip - Provide proper connections. Cathedral roof rafters provide proper connections and use "Hurricane Clips" tie to plate:; Stair stringers - watch cuts and heal support. Joist hangers - fully nailed w/ hanger nails. Sill plates 2-2X6 (1 PT) w/sill seal. Girls - solid brick or steel plate bearing at foundations '/ " air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances - stairways, under beams Attic Access. (min. 22x30 w/3' headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior (not in soffit). Firecode S/R wood frame of "0" clearance fireplaces & stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8% of floor area. 'h of required glazing shall be openable., Bedrooms required min. 20x24 egress window or door. Vent attic spaces - "proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing - Smoke Chamber - Finish Smooth parging, clean joints, 8" solid @ combust. Surf. DECKS: Separate permit required: Lag to house, provide flashing. Rails min. 36 " high, Baluster max space 5" on center. Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs'required for inspection. Re -inspection fee - $30.00 (Be Ready). Certificate of occupancy required prior to occupying structure. r Date . I f' /f °',".O OR :1� TOWN OF NORTH ANDOVER p PERMIT FOR PLUMBING s " a ,SSACMUSE� - This certifies that .......... has permission to perform ...i1.` - .. //1--- ............ plumbing in the buildings of .... 1? . �. �. ?` - � .......... h Andover, Mass. Fee-3.� o._.:.Lic. No../ G.? '., . ............ PL, MBING INSPECTOR Check # t f 6.��8 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS j� Date ' 2 ip•—C.$� Building Locations � l jC �es�r� Owners Name Ole cc �`6trCrc_ L Cc/ Permit # Amount 32. --• 1L` R"f Tvne of Occuaancv �' �(i _ �y New Er Renovation 1:1 Replacement 11 Plans Submitted Yes No FIXTURES (Print or type) n 1 Check one: Certificate Installing Company Name,g,`f 'A (/' W El Corp. Address �` �' i )0 i 11 Partner. Business Telephone y, 2 u •_,r 1 y '� 0 Firm/Co. Name of Licensed Plumber: Insurance. Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Bond ❑ Insurance W Aver: 1, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insu e SignattW Owner ❑ Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installati s performed u der Permit Issued fdr this application will be in compliance with all pertinent provisions of the Massachusett PI in de and C 132 of the General Laws. By: Signatuffr s Ty e of� nJbir�g License Title r/ City/Town Gens umoer Master Joumeyman ❑ APPROVED (OFFICE USE ONLY Date ` '�.......... nn. TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION This certifies that �.... l. ` .. `.A...' ...................... . has permission for gas installation ..r ::. ........... in the buildings of ... , ..: . ' : ........................ . at . h .:f - North. Andover, Mass. Fee..!.,... Lic. No./. . :.." .-.. PAS INSPECTOR Check # MASSACHUSL'M UNIFORM APPLICATON FOR PERMIT TO DO GAS WrING (Type or print) NORTH ANDOVER, MASSACHUSETTS Date Building Locations ..1,A1L L' 4 Permit # p Amount $ O y Owner's Name New Renovation Replacement Plans Submitted (Print or type) Ch --t- one: Certificate Installing Company Name t' I Y Corp. Address �� CiLI i Partner. Business Tqlep one Gj 7 ,� �71 (,-I --s/' 1) L,'2., Firm/Co. Name. of Licensed Plumber or Gas Fitter INSURANCE COVERAGE Check one: I have a current liability Insurance policy -or it, substantial equivalent. Yes � No ❑ If you have checked .yes, please in ' e the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity Bond 0, Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑' Agent I hereby certify that all of the details and information 1 nave su )mittea (or enterea) in aoove appncauon are true ana accurme Lo ine best of my knowledge and that all plumbing work and installations perfo nder�apz ssued this application will be in compliance with all pertinent provisions of the Massachusetts State Ga o n 142 e General Laws. I APPROVED (OFFICE USE ONLY) jSignature of Licensed Plumber [DOras Iter tG Fitter License Number Master EDJourneyman U a O z �a o r w w d z o N c] o °o x z Q GWa�7 z " x a w z H A N a z d 7 H 0 dz cC Wd x O A C7 a UO a Wz > A w H O SUB -BASEM ENT BASEMENT t 1ST. FLOOR { 2ND. FLOOR 3RD. FLOOR 1 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. FLOOR 8TH. FLOOR (Print or type) Ch --t- one: Certificate Installing Company Name t' I Y Corp. Address �� CiLI i Partner. Business Tqlep one Gj 7 ,� �71 (,-I --s/' 1) L,'2., Firm/Co. Name. of Licensed Plumber or Gas Fitter INSURANCE COVERAGE Check one: I have a current liability Insurance policy -or it, substantial equivalent. Yes � No ❑ If you have checked .yes, please in ' e the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity Bond 0, Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑' Agent I hereby certify that all of the details and information 1 nave su )mittea (or enterea) in aoove appncauon are true ana accurme Lo ine best of my knowledge and that all plumbing work and installations perfo nder�apz ssued this application will be in compliance with all pertinent provisions of the Massachusetts State Ga o n 142 e General Laws. I APPROVED (OFFICE USE ONLY) jSignature of Licensed Plumber [DOras Iter tG Fitter License Number Master EDJourneyman YIP ( Location No.'% V Date Non7h TOWN OF NORTH ANDOVER Of �•..o t,+ Certificate Occupancy of $ s�CHus Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $�� Check # JCo`j 18769 %� Building Inspedt6r 7 ,31,P -,o� Date...........—....................... OF NORTH ANDOVER 'MIT FOR WIRING This certifies that . . .........� Com' --G ................... f ............................................................... 04 1 has permission t rform/ . ....... wiring in the buildiiioof. .................. .................................... ................. I ......... C7P at .... ..................................... North Andover, Mass. Fee.. ....... Lic.-No . ............. .. ELECTRICAL ........ ........... . .............. I PECTO Check# 22� 8 036 Commonwealth of Massachusetts Department of Fire Services BOARD OF FIRE PREVENTION REGULATIONS Official Use Only Permit No.� 3 Occupancy and Fee Checked [Rev. 1/07] leave blank)O� APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT W INK OR TYPE ALL INFORMATION) Date: __? — / — 0 City or Town of.. NORTH ANDOVER To the Inspector of Wires: By this application the undersgned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) _ Q ?/--, Ci.GI) --}-c 0 P Owner or Tenant Owner's Address Is this permit in conjunction with a building permit? Purpose of Building Existing Service 26DAmps A ' \ � /-?gyVolts New Service Amps / Volts Number of Feeders and Ampacity a — )��'A Location and Nature of Proposed Electrical Work: Telephone No. Yes FT No ❑ (Check Appropriate Box) Utility Authorization ly0. Overhead ❑ Undgrd 0 No. of Meters Overhead ❑ Undgrd ❑ No. of Meters I .l. - r;;Mnlntinn ni'rhn i 11.,,.,'.... r^Mi .« .. L,......... -.l L-. .L - r_--___. No. of Recessed Luminaires j "' No. of Ceil: Susp. (Paddle) Fans ' uo rvurvru Uy rrre errs dur o rrlres. 14 o. of Totat Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires Swimming Pool Above ❑In- E] nd. rnd. No. o Emergency Lighting BatteEyUnits No. of Receptacle Outlets c� No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas BurnersTota No. of etection an Initiatin Devices No. of Ranges No. of Air Cond. Tons No. of Alerting Devices No. of Waste Disposers eat Pump Totals: I Number I . _ons o. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ Mumcipa ❑ Other Connection No. of Dryers No. of Water KW Heaters Heating Appliances KW No. of No. of Si s Ballasts . Security Systems:* No. of Devices or Equivalent Data a Wirin : No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP ITelecommumcationsWiring: No. of Devices or Equivalent OTHER: co Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: .3 600 (When required by municipal policy.) Work to Start -,?—)a - cS 8 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 coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) I certify, under the pains and penalties of perjury, that the information on this application is true and complete, FIRM NAME: LIC. NO.: Licensee: --Ta f -'ea Signature /� �`` - LIC. NO.: (If applicable, enter "exempt " in the license number line) 4/ _ 11 Pus. e �7 .3usl3` Address: S 6.,)c.c/U3,)L Z. Tel. No.: *Per M.G.L c. 147, s. 57-61, security work requires Department of Public Safety"S" 1✓ cense: 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 agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ ��_^ ✓ S 40 The Commonwealth: of Massachusetts . : k. ! Department of Industrial Accidents Office of Investigations a 600 Washington Street t�k r Boston, MA 02111 c www.rrtassgovIdia . Workers' Compensation Insitrance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Narile (Business/Drgeniza6on/Individual)' A -r I, C ' Address: (D S J cA City/State/zip: ( Com.O3 Pbone #' Y1103 3 1 (b Are you an employer? Check the appropriate box: 1.01 loyer with 4. F1 I am a general contractor and l e 10 es (full and/or part-time).* 2. 1: am.a.sole proprietor or partner- ship and have no employees working for me .in any capacity. [No workers' comp: insurance required.] 3. barn a homeowner doing all work myself. [Nonworkers' comp. insurance required:] t., have hired the sub -contractors listed on the attached sheet. These sub -contractors have workers' comp. insurance. 5.- ❑ Weare a corpomfion and its officers have -exercised their right of exemption per MGL c. 152, § t (4),' and we have no employee's. [No workers' comp. insurance required_] Type of project (required): 6. ❑ New construction 1. ❑ Remodeling 8. Q Demolition'. 9. Building addition 10.❑ Electrical repairs or, additions I I.Q Plumbing repairs or additions 12:[] Roof repairs 13.[] Other . -r+ny.appucam�8T cneeKs oox Vl must also fill out the section below showing their workers' compensation policy information. ? Homeownerso sabmit this affidavit indicating they are doing all work gild then hire outside contractors must submit a new affidavit indicating such. ;Coritraetors fMheck chis box "'ustattached an additional sheet showing the name of the sub-conttactors aad their worker' comp. policy information. ant an employer that.isrrovidng workers' co►npensation insurance for. my eirtptoyees; Below rs the policy and job alts irtfornwiion. Insurance Company Name: ' Policy #.or Self -ins. ,Lic. #: Expiration Date: Job Site Address: City/State/Zip. Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure 'to secure coverage as 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 certify under the pains andpena/ties ofperjury that the information provided above is true and correct Signature: Dom• Phone #: Official use only. Do not write in this area, to,be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: Information. and.1nstru.cti0n'S Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation forlheir employees. Pursuant to this lstatute, an employee is, defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the'foregoing engaged in a joint enterprise, and including the legal reptesentkiVes of a deceased ernpkyer, or the receiver ortrustee of an individual, partnership, association. or other legal entity,.employingeniployees. 4-16w"everthe " owner-ofadwe,11in g house having not more thin three apartments and. who resides therein, or the occupant` of the dwelling house � of another who employs persons to do maintenance, construction or repair work on such dwtili"'house ng or on the grounds or building appurtenant thereto shall not because of such. employment be deemed to be an employer." MGL chapter 1;52, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a libense or permit to operate a business or to construct buildings in the common , wealth for'any applicant whoilias not produced acceptable evidence of compliance with the insurance. coveragerequired." Additionally, MOL chapter 152, §25C(7) states "Neither the commonwealth nor any of itspoliticgl subdivisions shall enter into any contract for the performance of public work -until acceptable evidence of compliance "' with the insurance requirements of this chapter have been presented to the contracting authority.!' I Applicants Please fill out 'the workers' compensation. affidavit completely, by, checking the boxes thavapply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their certificate(s) of i insurance. Limited'Lia6ility Companies (LLC),or Limited Liability Partnerships (LLP) with no employ' I e'es. other than the members or pa!tners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit -may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. The affidavit should be returned to"t'he city. or, town thafthe application for the permit or license is being.requested, not;the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insut6d companies should enter their self insurance'i)iqense number on the'appropniate. line. City or Town �Officials Please be sure (that the affidavit is complete and printed legibly. The Department his provided a space at the bottom of the affidavit for you to fill, out in the event the Office of Investigations has to contact you regarding"th'e'applicant Please be surelto fill in the permittlicense number which will be used as a reference number. In addition, an applicant that must submit multiple permitAicense applications in any given year, need. only submit one affidavit indicafirig,curirent policy inforinitionfif necessary) and under "Job Site Address" the applicant should write "all,locations in-: . or I - (city ty town)." A copy ofthe affidavit that has been officially stamped or marked by the city or town may be provided.tothe applicant as proof that a valid affidavit is on file for future permit or licenses. A new affidavit must be filled, out each year. home owner or citizen is obtaining a license or permit not business rn related to any bu ess or commercial mercial venture ar. Where a� (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to. complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation -and should you haveany questions, please do not hesitate to give us'9: call. The Departinenfs address, telephone and fax, number: The Commonwealth of Massachusetts Department of Industrial"Accidents Office of Investiggations '600 Washington Stz;eet Boston, MA 0-2111 Tel' # 617-7274900 6kt 406 or 1-977-MkSg P AFE Revised 5-26-05, Fax # 617-727-7744 www.mass.gov/dia m m m m Y/ m mm _D y ca CM) d � d 'C o CD azy CL o �, C 0 d= y a� Cl ca 0 0, O 4c CD CL r+ %C d C Co CD C CD y� o: v y —• o co C CO) v 0 CD z CD0 CD W.� EE F� cn V/ n 0 cn ml o �yaa w S •y CL mo O co CD 1 m C Iff, T x'1"1 asN CD Zr 0 , O H L4 � ? O m = _ =m;; -a+ 0�S 0 oZ y COD =r ca A o Ao cc CIL, CD O m ti c ' .a o y XVCOD 47.' O m% C CLW — � o O° a _ ► V1 W m r ` >' * O .9H ` H O Ito CA cm O o :1i CD l 0 CO A ~ o� � � � ���, - �� . z R r to og � 4 SL H 0 0 c ., *' '� �. ,,... .y.,..;4.�.,+a-.-; ��,,��='k>+,-`-s..otic:.o-....--.-..:i•m�e=nfr•�-'jam _ ___ .. ,,, Date Nome . TOWN OF NORTH ANDOVER 4111 ` Certificate of Occupancy $ Building/Frame Permit Fee $ ': J�CHus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ t Check # 'i 18388 Building Inspecr T I Location No. Ls -2Y Date-� TOWN OF NORTH ANDOVER Check # -713 Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ eelTOTAL $ 6 18.411 Building. Insp- for - - �' r 0 cn n 0 Rm� M. lu cn v� O cn lomi 0 gir./1: CA � �, d m "11 d c o — �C" d oo' CD C z y CIO C. . 10 C2� N M 5i ?= a. c m 9 as a� y m mc 0 v 0 CDCD n o CA Q Poo mpup _ N ® o C rnI= � y� C. O �.. O y tG CD y C2 O z Q CD r 0 cn n 0 Rm� M. lu cn v� O cn lomi 0 x I gir./1: � �, d m "11 c o oo' CIO '71 x I oo' '71 �7 9 n o' g x I m m m m CO) m Cl y d Cos CM) 'C O CD a Z y CLO F2• d � C SC 0.= y 3:0 Cc v o CD c CDCL o Q CD CD o 0 C CD y. �O y CO C v CD •H O O CD C C� :. A.. cn cn n O cn O cn cn o _ d a0 y !9 4gan T Z O� a mr CL cL o 3 rn 40 m N p y b I =r m O J O N O � m C M C ?01S. o 0 C ~ a'm m o CD 3 �ii1 hn � bgo • N ` d 0 C o W = -� "ClCL 1; � y I� 4 o� m z o 4 T- :• ?s o_ o H � o o � CVCo� � 0 0 �g 10 I IL 46 O y 0 0 c N t7i -_p 0 0 M O •� •id C '71 7d 7d � O 7d I IL 46 O y 0 0 c 6049 Date .................................. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .... eo a!..................................................................... has permission to perform . .,. ............................ e...... ............. �j . wiring in the building of-�'` s ............................................ .................. �` at ............... .... .... {r........... , North Andover, Mass. �� Fee �...:"�..... Llc. No .............,. ......................................... ............. -�- ELECTRICAL I1011 Check # ��� f Commonwealth of Massachusetts Official Use Only �> Permit No. b� Department of d=ire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/991. leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(C), 527 CMR 12.00 (PLEASE PRINT IN INK R E AL IN ATI N Date: -� 4J/ 67 City or T'own of: i To the Inspector of Wires: By this application the undersign d g' oti f his o r inte do to perform t lectrical work desc,ed below. Location (Street & Nu er)�� �' Owner or Tenant® Telephone No® Owner's Address Is this permit inconjunction witha building permit? Yes- ❑ No % (Check Appropriate Sox) Purpose of Building LV Existing Service Amps / Volts New Service Amps / Volts Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Utility Authorization No. Overhead ❑ Undgrd ❑ No. of Meters Overhead ❑ Undgrd ❑ No. of Meters Installation of Security system Cmmnlatinn nftha in lln,"i"" to Ala ,,, , 1,,,,,,,,;,,,,,7 A.. 4L, 1..,..... __ -.r No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑In- ❑ rnd. grnd. o. of Emergency Ligli ting BatterUnits 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 No. of Air Cond. Total Tons No. of AlertingDevices No. of Waste Disposers Heat Pump Number Tons KW No. of Self -Contained Totals: Detection/Alerting Devices No. of Dishwashers Space/Area Heating KWLocal ❑ Municipal ❑ ether Connection bio. of Dryers Heating Appliances KW Security Systems: - No. of Devices or Equivalent No. of Water KW No. of o. o 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 it 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:6Q (When required by municipal policy.) Work to Start: . Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: A9I Sec�lr�t LIC. NO.: 1 req(` 13049 Licensee: John S. Bassett Signature LIC. NO.: 1.5330 (Ifapplicable, enter "exempt" in the license number line.) Bus. Tel. No.:6O_1 5�8 Address: Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Lic,9fisee 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: $ Gf' 6'39 Date......1........................... o 3?�at;���.:•!."�o� TOWN OF NORTH ANDOVER PERMIT FOR WIRING t This certifies that ................�. has permission to perform ....Q.................................................................. wiring in the building of ........Al7�2C� Le' C- ........................................................... at ..........8..........North Andover, Mass. / 4977 h 0 Fee 4 PP.. .. Lic. No. #�.. �Z �4�04 .............. . ...... LECTRICALINSPECTOR Check # �� 710 + DFlN1I M9WOFP AWSAFW pe ndt Na �p© Ba4W0FF=PJMVZ1RNRBGVLGMM7GR aW tka mmy & Feer Chedmd MPUCA77ON FOR PFAW M PWORM ELECTRICU WORK ALL won TO BE PERPORMBD_ IIT ACCORDANCE WTI It nM MASSACHU= ELECTRICAL coDE, 527 CMR 12� (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) t C(`b 05 Town of North Andover The undersigned applies for a permit to perforin the electrical work described below. Location(Street3Number) g � ?e ankc� e- �A� L.o !S Owner or Tenant eAe-�t.Lc- . To the Inspector of Wires: Owner's Address 2:51 5 V A -4-0t4 S� . 1J . A �+ poy ¢ Q. nl+►,G� . Is this permit in conjunction with s.building penait: Yea® No (Check Appropriift Boa) # 386 S 9 4 Purpose of Building tse") Utility Authorization No. Existing Service Amin I Volt Overhead Un&%rormd No. of Meters New S� 00 AmPs t�Volts -Overlied UnikWound C No. of Meters I Number of Feeders and Ampacity Lccation and Nature of Proposed Electrical Work No. of U&ft 06da Na of Hot Tabs No. of Tmubm a Tot Na of Eighths Fistates swbunins Pact no" No. of OB Burma Below Own,= Na of Emwomq usio m Battery Univ KVA KVA No. of BeeeptMls 00ft Na of Swioeh Ooded , Na 01 00 Bands FIRE ALARMS NM of Zoom No. of RmW@ Na of Ak Cad. Tat Tana Na of Devcdoo and lam. of Dlspouk No. of Hat Told Tat POM Toes Kw Inide ft Dnvios No. of Samdlq Device No. of Dishwashers Spaoe Mea Haft Kw Na of Sdf C=0dM d � Cera s No. of Drysn Hadna Device KW No. of Wast Heaters Kw Na of Na of slaw BoAnk No. Hydko Mame 7Wu No of Motoes Tot HP irtt x= bratgts P�arB*bbetegirerrtardlbtasdiuelaCCiermiLaws Ih=aaaWLW*hMs=Pc yiidudrBC ,. oridsn6�nlWeQir�lss ym Ilima rrihividdpooforow DbOMM Y$9.i� IyouhnechededYB4,pka © M typed a he bag PS RANM. Btu 12 t7nm ED reseSpe* A ..r. M. WC&k), W 2- hi l[AmDteRewmd ,Slgradurider Ptr, dpajuury. fW4NAM tnMoCA er LC M i'ehAC( 1KimMc)(-A Ra* FstrrrsbdValrecfPhctldWodt s HIM eAc. SVC- , Liwvem A). SO l9 x UNINI o BiafnesT>,lNa 91$ 42 3 � b 3 8 ed*M SeNecn S� WV0AUetJ MA. 0%%44- . IJ& M#0 Bier toAkW90 vwn)nn.r__._d6.A.T i,r.�_ -'--- - ATM (Please check one) Owner 0 'ASM zigna I Win 01 UW Telephone No. PERMU Fila ! r: ► 3• , 1'1 ► .:v OoCOMM & Fas ChecW APPLICATTONFOR PERMIT -M PERFORM ELECTRICAL WORK.. l ALL won iro as nuoum m ACCORDANCE wrm THe MA9aAmurs mwmrAL c6s, 527 clot 12:00 (PLEASE PRRff IN INK OR TYPE ALL RWORMATION) D Town of North Andover To the inspector of Wires: The undersiped applies for a permit to perforin the electrical work described below. Location (Street & Number) 8 ?eAclnkm c tAttc L o -r 113 K)A***. Owner or Tenant Owner's Address 31 $v�-+VN SAF , of . AN Ooy e -e— MLS. is this permit in conjunction with a building pm=k Purpose of Building ntCo Fa CAS k YesW No L.J (Cheek Appropriate Hos) 4 3 8 6 S 9 M Utility Authorization No. Existing Service Antp,� Volts Overhead Undewound C3 No. of Metas New Service a� Amps t20�0Volts Ovefieed Underpotmd No. of Meters Number of Feeders and Ampecity Location sad Nam of Proposed Electrical Work Na of 51whe Odift Na of Hot Tubi - Na of 7tiarabnonr Total Na of UOft Runs 9wir=Ir4 Pant Atww Bebw Osrnreos KVA KVA Na Of RacapnCh Oadalr Na at OR Hoerwr Na of Em MmI7 U#dng Bomy Univ Na of swiseh OWM Na OWN Brion Fms M.ARMB Na Of Tones Na of saner Na Of Ak Cad. TOW Tor Na dDsww sad PdO. Of Dfapoaals Na. d tial Tarr o PWM g� Dnb= - Na Of Dishwuhm IVsr Am MOM Kw Na of 1df CcoWned MOMWbg Imo" CeWMdM 1:3 0" Na of Drym �i Darisa Kw No. of Wasur HaaWr ltw Na or Na d s saitW. Na Hydro M&uW Taha Na of Mosoq TOW W t irsaa=QmW Plsarttabem%&mMdMsssdiuser CWMIL I lhr�eaaoart ies�R:ig►ir�d4Cb=%troff rhtsI*r MMa#wJW VIM10 NO Ils>resubmftdvaldps:ddssnebboft ym ryoute ecoeaoayra4,pi4M M NSLR NM BM PUM CD WodcbStst �► iapedurlDsZRe S�teduri� Ptr dpe I�tMNANB Nipi n�nnoGA rtEcT� M DasI hes c M G l 1IM mMc)(.A 020140cwh �dVattdBe:tfv Wok S Roil hied JeAC. sJe . Lic=Na A) Sb 12, [jMM%I% Btrioes'lliNn 91$ Lf 2 3 ci b 3 8 d khM SeN e.(n S VmAA v e N MA , o t$ y �i OWMVSI4SURANCEWANPlt;ismaas fWftLesee ALMNa► r ��h°irtaartCoitia�°ta"IYagirelmtire4iedbYMt�C�rmiLewrt addstrrpsOrrtrnliperrdrppicstioo/int (Please cbeck ons) Owner Agent alsanum or Uwner OF no= Telepbons No. ?MtW FBS S Vwfjz� Y& O0;7- I (9k_ I- -3-o& 141 1*3 Location No. Date HORTN ° •�� TOWN OF NORTH ANDOVER 0 9 4L Certificate of Occupancy $ ♦ °•��_..,�'• � 071 �'� s''•Eta' Building/Frame Permit Fee $ �CMus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 181 LIS U Building inspector,,-/ 0 1.1 Property Address: 1.2 Assesm Map and Parcel Number: 98 �ea��.ace t �) ee �� �a-4 �l &4 1 rr� sMap Number Parcel Number JAAA— 01.81 S 13 Zoning Iutbrms im: 1.4 Property DbxxWom 2-3 t �It,k s-LAenc� Zoing DWia ftopowuse IA Am Fronts it 1.6 BUIIIDM SETBACKS ft Front Yard Side Yard Rear Yard Provide Provided Pmvided L7VJata<SapplyM.Q.1.G�'� 3+f) Zasa 1.3. FfooOT.emo oPWU Flood Zane ❑ l.E' Sewaz�goD>YpaaalSyteom: Muzi*d ❑ on BwDbpwd Syaarn 0 W7o 11 Privato 0 SI MON 2 -PROPERTY OWNERSHIPIAUTHORI:ZED AGENT 2.1 Owncr of Accord eOLc�A -:y- ev"e1 .,. Name Address for Service: Si ro Tdephane 22 Owner of Record: 1 ,a NamePrint Address for Service: SECTION 3 - COTMRUC nOIV SERVICES 1 3.1 14cro9ed Consbuctim Supcnisor: Mi oaC- Liceused Constriction Supervisor. pp -7 S-ee c a A5+ S Lf Lt SLio Rcgi tcred }tomo Impr orment Contradm Company Name Not Appbc 0 GS 09 P 7? 7 U mse Number iLq,/joo Epatii IC Rejau%fwn Number _ EVintfion Dame 0■ `� M fad z 0 U-2 IA a� z M go .0 PIMr M §,. , A .. :x I � ® b � °� I... W � � � r R �i it � � f+� 3 � i �' . _..� .. � .. y yr-.i..J�+. � � I ., ' I � � f .s-.... ...... aw yy. t d 4 1 i I I tl .1 .. .. . 1. + +s + 1 ... { '/: ` I li` .. 4 ' �_ 33..1. .. . _ .. � . .. � i . i 4 1 � � - ..�. -.. r J'.ti .. ^' ^I � ..i e J t .P'w � ~ .. � _ .. I .. � . ,. t .1 '. 1 � > � � 1 4' r � � 1. � 4 �' � � � � � � 1 � � ����� .a.�-�+'�� t l' ,, qua,.,., `� - _. .. .. ,. ...a Y Y. � .. i_ r. .. � _I. Y I i .. �. i. � �. i ..-.. w �__... dT .. . r. __ ... � -.. „ .... .....- a � r 4 SECTION 4 - WORKERS COMPENSATION (M.G.f. C`152 § 250(6} Wcri M Cumpaasa M lasnranoe elFda"t must be wmpkftd and submitted 0h this application.. Fatilum to provide this affidavit wi11 result imthc denial of the isst�cc�'tho bui � ------ • _ ._.... affdavitAttaslted t Yes._. NO ....... a SECTION'S 1)6cdOm of Pkof4ied workCe&_ New Construction Existing Building ❑ Repair(s) ❑ Akeratiom*) ❑ Addition D Armory Bldg. ❑ Demolition ❑ Other ❑ Specify BriefDescriotion ofPr000sed Worm Co ti . 1'2 tx A )eW c A.) 10- kO A, -e, lA re6-P a1Z G�e4y 1A0C1_ I) Vliem SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Da)1ar) to beME SECTION 78OW1SU AUTHORIZATION TO BB CQMPLE.TED W>EIEiY OWNIIRS AGENT OR CONTRACTOR APPLIES FOR BURMING IP MIT I, Jd� n , Ce�rc._�- , as*w=/Authorized Agent of subjed property Hereby au `o% , to act on My re work authorized by this bur�ding pannit application, �3/, /Q s - S' 'e o Owiner r owe-yv iw-ru nvimTP /AvrTL7AAi7VfL Af'_V1Wr"VC7 AVATTAN i, —16v" Ce 4L, 1 C9 CRaietod by 9licant Propaty (a) B duttg P6nit Fee WON* 1. Building OoG Hereby declare that the statements and information on the foregoing 2 Electrical gj O� � � (b) Estmoated. Total Cost of 3 y s �CoasttncEi� T 3 Plumb' o BuildingPeit fee(.) x.(b) w , y 4 Mecliaaaicel AC o 5 Erre Piotection- Si tore eri ent 6 Total :f 1+2+3+4+5) 1mon .Lf o U •.� Gheck;Nmnber SECTION 78OW1SU AUTHORIZATION TO BB CQMPLE.TED W>EIEiY OWNIIRS AGENT OR CONTRACTOR APPLIES FOR BURMING IP MIT I, Jd� n , Ce�rc._�- , as*w=/Authorized Agent of subjed property Hereby au `o% , to act on My re work authorized by this bur�ding pannit application, �3/, /Q s - S' 'e o Owiner r owe-yv iw-ru nvimTP /AvrTL7AAi7VfL Af'_V1Wr"VC7 AVATTAN i, —16v" Ce 4L, 1 C9 Ae-AwmeriAt borized Agent of subject Propaty Hereby declare that the statements and information on the foregoing application are true and =ur*e, to the best of my knowledge .and belief C� /YUN Priv 'Name Si tore eri ent Date NO`OF STOitIES , ,.. ..; �� •.� .. OS L,w<<.. BASEMENT OR SLAB SIZE OF:FLOOR .TIMBERS l I'/t3" i 2 l � # 3RD acto SPAN. r` cel k DII MMIONS.OF-SILLS DMENSIONSOF.POSTS '/y"1 5TH "IU Cot ira� DIMENSIONS OF GIRDERS N 131( x R /N L (� HEIGHT OF :FOUNDATION THICKNESS jo SIZE .OF FOOTING % 0 " X a D MATERIAIr OF CHIMNEY 1 IS BUILDING ON SOLID OR FILLED LAND IS BUR DING CONNECTED TO NATURAL GAS. LINE .. Air t i ' E I , •i I I II qRM U - LOT 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 2G�G� ��tc�E C'`(�Nl�� �-�.0 PHONE 979 3- -6 NO e LOCATION: Assessor's Map Number Fig PARCEL SUBDIVISION �ea.A�-2r-9- �o� � LOT (S) STREET ST. NUMBERyV USE ONLY*********************** RECQ(0MENDATIQNS,PhT- 0 N AGENTS: CONSERVATION ADMINIST TOR DATE APPROVED �ZeLY DATE REJECTED COMMENTS NDzi _ iu c`Sd�ci o�.a.� 1-o_� LANNER COMMENTS FOOD INSPECTOR -HEALTH SEPTIC INSPECTOR -HEALTH COMMENTS DATE APPROVED _ _�/Os DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED PUBLIC WORKS - SEWER/WATER CONNECTIONS Y PERMIT FIRE DEPARTME zf/0>r.- RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm F4-0 FORM J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town of North Andover. Essex County. Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds. Book 7827, Page 143; or re-istered in Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book: , Page ; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled 'Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts' Plan dated October 24, 2002. last revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the restrictions as to sale and building specified thereon. Lots designated on said Plan as follows: (Lot Number (s) and street (s)) Lots 10 through. 19, inclusive, Peachtree Lane b. (To be attested by a Registered Land Surveyor) i hereby certiry that lot number (s) Lots 10 through 20. inclusive. on Peachtree Lane do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit PlanPeachtree Farm in North Andover. Massachusetts''. KAEL SCID i r Registered Land Surveyor 1 of 2 U r�! L. IJ ,j. c. The Town of North Andover, a municipal corporation situated .in the County of Essex. Commonwealth of Massachusetts, acting by its duly organized Planning .Board, holder of a Performance Bond or Surety dated 20 and/or Covenant dated May 20, 2003 from Bi�-, Kahuna Properties LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7527, Page 143. or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration .Boot: Page _ acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 10 through 20, inclusive, Peachtree Lane EXECUTED as a sealed instrument this ` dpv nF 1\ifnv '7.i')n1 Majority of the Planning Board of the Town of North Andover COMMONWEALTH OF MASSACHUSETTS County of Essex, ss On this ! ' day of May, 2004, before me, the undersigned notary public, personally appeared 4[,�,� JeS, , proved to me through satisfactory evidence of identification; which is �Mos5ae. ,,-S' .fi% clr,,.2, s (Pi -SPS 9, va 1 1 to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose, as member(s) of the Planning Board of the Town of North Andover, Massachusetts, � r0271579.2; NOTARY PUBLIC-I>,,,,.F My Commission Expires: 2 of 2 REScheck Compliance Certificate Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id Data filename: K:1Laudani\Peachtrcc\HouscC14996C.rck PROJECT TITLE: Peachtree Development CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 02/13/04 DATE OF PLANS: 12-19-03 PROJECT DESCRIPTION: House C COMPLIANCE: Passes Maximum UA — 557 Your Home UA_ 551 1.1 % Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Trow -E Door 1: Solid Door 2: Glass Floor 1: AL1 -Wood Joist/Truss:Over Unconditioned Space Boiler 1. Other (Except Gas -Fired Steam), 80 AFUE (FR I)FEB 13 2004 12/ST.14:11/No.6802897182 P 2 Permit Number Checked By/Date Gross Glazing Arca or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA 1452 30.0 0.0 51 572 19.0 0.0 30 3252 13.0 0.0 235 312 0.340 106 13 0,180 2 61 0.340 21 2250 19.0 0.0 106 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release Id (formerly MECchec4 and to comply with the mandatory requirements listed in the RES cheekInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and AA Builder/Design Date Z-13-44 0 In 0 0 BOARD OF BUILDI G REGULATIONS; License: CONSTRUCTION SUPERVISOR Numbe,�''CS 088997 Bi : hdate��09�Q9/1969 !:F p 09/09!2907 Tr. no: 889.97 v? SMA 01844 Commissioner Name: The Commonwealth of Massacetts Department of Industr-ial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit C,LC--, Please Print Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ► am an employer providing workers' compensation for my employees working on this job. name: T.e' cVl . 6WPJtks-0r- PiwP�-Nri6MCLt,)Yre5-� I / IU I 1 � 1�TI V 111 �J U vl Phone # I ��' 4Z "1 �LIL ' ) % U Failure to secure coverage as and/or one years' irnprisonrne understand that a copy of this S I70, ke4e ) - - -- - ___-.. _— . „o„ 1— LU U„C nnpwiaon or cmmnar penances of.a fine up to $11500.01) vvell_as_civil:penaltiesin.ihefnrmjofa_STOP WORK ORDERand_a.fine cf.($IjW-oo).,asiayagainst me. 1 ;ment may be forwarded to the Office of Investigations of the DIA for coverage verification. and penalties of perjury that the information orovided above is trn11. anrr.,.,..n # C, do not write in this area to be completed by city or town City or Town Permit/Licensing ❑ E] Building DeptCheck if immediate response is required [] Licensing Board E] Selectman's Office Contact person: Phone #.- r� Health Department F, Other GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as requested below. �Cccc1•.-��pP (/�JCIO,s]iu � •.iT �.j C �$ �CC�2'e r �Q.. Q �� Permit Applicant �'f Property address -Map / Parcel ✓.- Applicant's Phone Number Single Family Two Family I the undersigned applicant for the above property attest, that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit. Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the -building. Permit application and associated attachments, complies with one or more ofthe following sections as indicated by a check mark . This is an application for a building permit forthe enlargement, restoration or reconstruction of a dwelling in existence as ofthe effective date ofthis bylaw, provided that no additional residential unit is created The lot(s) was / were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 ofthe Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals, where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents, where occupancy ofthe units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land. For purposes ofthis section "senior" shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40 % permanent reduction in density (buildable lots) below the density permitted under zoning and feasible given the environmental conditions of the tract, with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland. The land to be preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction, dedication to the Town, or other similar mechanism approved bythe planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a onetime exemption from the Planned Growth Rate and Development Scheduling provisions for thepurpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit ( all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Development Schedule does not accommodate issuing a building permit in that year. One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits. Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT 1S ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTION WHICH DOES NOT COMPLY, WHETHER DONE TO MY KNOWLEDGE OR IS G jpI TSS Fp,R REFUSA NOT L[ '1 f LDING DEPARTMENT TO ISSUE A BUILDING PERMIT. APKICANTS SIGNA THIS FORM TO BE ATTACHED TO THE BUILDING PERMIT APPLICATION Atlantic Design Resources Ltd. 152 Portsmouth Avenue Stratham, New Hampshire 03885 Phone 603/418-0764 Fax 603/418-6375 asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJECT LOCATION 88 Peachtree Lane. Lot 18 Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, MA 01845 PROJECT 205007 Rev. -- THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT, WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS, WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS, MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. Atlantic Design Resources Ltd . ° 152 Portsmouth Ave. Stratham, NH 03885. H Y D R A U L I C C,.A,L C U L A T I 0 N S C O V E R S H E E T 88 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 94 RESIDUAL PRESSURE (psi) 36 RESIDUAL FLOW (gpm) 995 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 11.11 1 THIS SYSTEM OPERATES AT A FLOW OF 28.42 gpm AT A PRESSURE OF 44.30 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Atlantic Design Resources Ltd *88 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 25.00 14.42 11.78 0.00 11.78 22 4.20 25.00 14.00 11.11 0.00 11.11 THE SPRINKLER SYSTEM FLOW IS 28.42 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm- [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. .FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 94.00 psi RESIDUAL PRESSURE 36.00 psi AT 995.00 gpm TOTAL SYSTEM FLOW 48.42: gpm AVAILABLE PRESSURE 93.79 psi AT 48.42 gpm OPERATING PRESSURE '52.13 psi AT 48.42 gpm PRESSURE REMAINING 41.66 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT. REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Atlantic `I��>' `' op�o�� �4a ' *88 Peacbtree Lane 0' Aodover, ,Ma 0FPA-13 D 2 bead sprinkler.test PAGE 2 _ FITTZNG'Dgoivaleot Length per 0FPA, 13 1994/ 6-4,3 ' Indicates -Equivalent Length. �T/ Indicates Threaded Fitting ` I~45 � Elbow, 2=90 Elbow, 3='T'/Cross,, 4=BotterfIyValvo, 5=Gate Valve, 6=8wiog Check.Valve ~--=--=----=~-~-~��~����~��~����~��������==���~���~���=������=�~���������������=~�����=�~�=� � FR0M TO FLOW PIPE FITS EQV, 8-W PIPE DIA, FBIC, OLEV, PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (pai) Pt `Pt OIFF � Pv Pv Po Pu � I � | 2 28,42 75'00 22 3.32 120 18 1'265 0.100 0.000 52.113 44,38 7.82' � 2 3 28.42 8.00 22354 4.98 I20 18 1,265 0.100 1.733 44.30 41.27 1-30 � � 3 4 28,42 35.00 22233 7.97 120 18 1.265 0.100 8.000 41.27 27.97 I3.30 4 5 28,42 ' 2I.00 33 7.95 120 0 1.400 0.06I 9,I00 27'97 17.I1 1.77 � S 6 28.42 8.00 32 9.27 ~ 120 9 1.400 0.06I 0,000 27.11 16.05 I,06 6 7 28.42 6,00 3 3,31 I20 9 1.109 0.190 0.000 I6,05 ' ' 14.29 1.77 7 8 28,42 6.00 2 3.31 120 ^^ y I.I00 0^I90 0.000 14,29 I2,5 1.77 8 21 14.42 7.00 33 6'62 120 9 1.I09 0,054 0.000 12.52 1I.78 8,74 ' 8 �| 22 14.00 15.00 322 12.59 120 9 I.109 0.05I 0.000 12.52 lI'll 1.4I ` ' A MAX. VELOCITY OF 9'43 ft./sec. OCCURS BETWEEN REF' PT' 7 AND O Sprinkler-CALC Release 7'2 Win By Walsh Engineering Inc. North Kiugutowb R.I. U.S.A. 4 A f C'Q Fire & Building Products EEiVTRAL Customer Service/Sales: Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500, Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series LF11 Residential Flush Pendent Sprinklers 4.2 K -factor General h 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 131); 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 LF1i (7Y2284) Residential Flush Pendent Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association,.. in addition to the Page 1 of 8 standards of any otherauthonbes civ - Ing jurisdiction. Failure to do so may impair the Integrity of these devices. The owner is responsible for maintain - Ing their.tire protection system and -de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. SprinklerlModel 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/psi1r2 (60,5 LPM/barl/2) Temperature Rating: 162°F/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. JANUARY, 2003 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. TFP420 Page,2 of 8 TFP420 (a) For coverage area dimensions less than or between those indicated, it Is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFIi (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions ekist 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 fL x 20 ft. coverage area). Beam. Ceiling Design Criteria The Series LFII (TY2284)'Residential Flush Pendent Sprinklers are UL and C -UL Listed forinstallation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when Installed in accordance with the follow-, Ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as 'primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as 'secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- Minimum Flow N and Minimum Flow N and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage, Spacing For Horizontal Ceiling For Sloped Ceiling (Max. 8 Inch Rise for,12Inch Run) Area (a) Ft, (Max. 2 Inch Mise (Ma)L 8 Inch Rise Three sprinkler design when there are more Ft. x Ft (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in'a-6ompartmenL (mxm) 162"FI72"C 162"FiM*C 162"F172"C 12 x 12 12 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53;0 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 16:4 psi (1,13 bar) 11.1 psi (0,77 bar) 14,x 14 14 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0.LPM) (4,3.x 4,3) (4,3) 9:6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 16 x 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) (5,5x-5,5) (5,5) 18.4 psi (1,27 bar) 20.5 psi (1,41 bar) 18.4 psi (1,27 bar) 20 x 20 20 22 GPM (83,3 LPM) 24 GPM (90,8 LPM) WA (8,1 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 ekist 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 fL x 20 ft. coverage area). Beam. Ceiling Design Criteria The Series LFII (TY2284)'Residential Flush Pendent Sprinklers are UL and C -UL Listed forinstallation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when Installed in accordance with the follow-, Ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as 'primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as 'secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- TFP4;0 3132° (2,4 mm) TYP. FACE OF DO NOT . SPRINKLER OVER -TIGHTEN FITTING I I I_ 1 #4948 29/32±3/16' WRENCH & SOCKET (23,0±4;8 mm) COMBINATION WRENCH ACCEPTS CEILING LEVEL 3/8' SOCKET MOUNTING TOLERANCE SOCKET \ SURFACE LIMIT SPRINKLER SOCKET WRENCH &SOCKET COMBINATION SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2' (50.mm) DIA. 29/32±3/16' t 1 2-1/4' (23,0±4;8 mm) O (57,2 mm) HEAT COLLECTOR 2-15/146"(75 mm) DIA. B 1l2' NPT f- -� 7/16' (11,i mm) NOMINAL MAKE -IN 9/16' (14,2.mm) 15116'(23,6 mm) O DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Page 3 of 8 WRENCH RECESS #4948 WRENCH & SOCKET COMBINATION WRENCH ACCEPTS 3/8' SOCKET #4947 DRIVE \ SOCKET \ FIGURE 2 SPRINKLER SOCKET WRENCH &SOCKET COMBINATION Page 4 of 8 A �Z E E' E E m co N N N 0 FLUSH TY?284 POSITION Bz E E E E CD C1 N N Cu T_;0 TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2'(50,8 mm) RGURE 4 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Seam 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 -6ft. 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-quartet'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 areasand 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 (Frig. 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 frim the centerline of the pri- mary.bearn (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 (TY2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to ,the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- fited area (Fig.6). The cross-section of the soffit may be any size as.long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, -the pre- viously provided 3 ft: 4 in. to 6 it. "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 Page 5 of 8 T-4; to W-0' (1,0 to 1,8 m) I PRIMARY BEAMS HAV - A 14' (356 mm) MAXIMUM 'TM a-0- (6,1 m) MAXIMUM I FIGURE 6A I PRIMARY BEAM SPANS UP TO W -W (6,1 m) A= T-4' to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14' (356 mm) MAXIMUM DEPTH 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 2A'-0' (6,1 m) I FIGURE 6B I PRIMARY BEAM SPANS GREATER THAN 20'-0' (6,1 m) SECONDARY BEAM PRIMA BEAT *REFER TO FIGURE 58 CO FOR SPANS EXCEEDING 20'-0" (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARYAND SECONDARY BEAMS FIGURE5 BEAM ARRANGEMENTS (Refer to the Beam Ceiling Design Criteria" section) A - T-4' to 6'-0' (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV ING A 14' (356 mm) MAXIMUM DEPTH C - 3'-4' (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS Q7C C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS El TFiP420 spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The In- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for.hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster, otherwise, non- operation in the event of a fire or inad- vertent operation may result It is recommended that automatic sprinkler systems be inspected, tested, And maintained by a qualified Inspection Service. Limited Warranty Products manufactured, by Tyco Fire . Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex-. pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fre Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired. or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or Incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOR GO/N - WARRANTY I A?ADE IN UEU OF ANY AND ALL OTHER WARRANTIES EXMM OR M! PLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FDR A PARTICULAR P R - POSE 1 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-ODO-4-300. l -�,-� � � a I � - �. _ � t. `° . i ' 1 '� '� r:.� .., ._ `, i� • .. ., . �. ., ,. _ � .. .. � { � ..s. 1t � .. + ... 1 . .� - i _ .., .. - .. - , '� � .. � '� l I� ,.s � ... ... _ .. - .. ,. � ., � .. �. •� �� � 'k - ..., -� � .l , _. .. - .. .. ,. _ ,��, ,. �3. � . i .t � f 1 I ill i .. � .. - I Page 6 of 8 TFP42O Installation. The Series LFII (TY2284) must be in- stalled in accordance with the follow- ing instructions: NOTES The Protective Cap is to remain on the sprinkler during installation until the ceiling installation is complete. The Protective Cap must be removed .to place the sprinkler In service. A leak fight 1/2 inch NPTsprinkler joint should be obtained with a torque of 7 to 14 ft lbs. (9,5 to 19,O Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Nigher levels of torque may distort the sprinkler Inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected.be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 29132 inches (23,0 mm) as. shown in Figure M. 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 i A). 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 E§cutch- 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: �C•Si�7 Absence of an Escutcheon Plate may delay the time to sprinkler operation in afire situation. Before closing afire 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 - dried Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged .by drop- ping, striking, wrench twist/slippage, -or the like, must be replaced. The owner is responsible -for the in- Series 909 ,Engineered for high Sizes 3/4" - 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 %" and 1" have Tee handle shut -offs. Available Models Prefix C - with strainer clean and check, 3/4" and 1" only Suffix QT - with quarter tum, full port, resilient seated ball valve shut -offs S - with bronze strainer HW - with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF - without shut-off valves Prefix - U - with integral body unions (3/4" and 1" onW FAE -With flanged adapter ends (11/4",11k", 2 only) Features • Quarter -turn ball valve shut offs • Replaceable bronze seats Designed pressure drop * Modular design • Simple and economical service No special tools required for • High capacity relief protection servicing against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140T continuous and 180°F in- termittent., Suffix HW stainless steel check rnodules suit- able for supply pressure up to 175 psi and water terripera- ture up to 210°F for harsh water conditions. Connections .3/4"-l" 909QT has NPT female threaded body connections, 11/4" - 2" 909QTM1 has NPT male threaded body connections. Dimensions -Weights (approximate) six e Dimension (i cher) W l (lbs.) inches A B C 0 E FA G 1 H w/o strainer . a/4 21+/� IN 7Yie 4 1 434 11 Y4 6% 1 3'b 15Yi 14 1 22'/4 17�i 7Yie 4 42/4 13AN51/4 17Y2 15 1Y4 ]73/t 1% 20% 10Y, 5 6Yi 14 423'4 40 1'k e 213/4 1W/ 5 6% 15 44 40 2 Yi 23Yi 105/2 5 6Yi 16 47314 40 g For more information, send for ES -909S Reduced Pressure Zany Fl Patent 14,241,752 909OT-S • Note: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. 'Typical maximum mechanicaiArrigatian system flow rate (7.5 feet per second) 16 L512 a8 20 015 ILin 20 15 t5 a10 t�l�t�t�■ Ii�f�ll■lt�����lt� ll■t��FIRM -N.W ii—ft—ftSmWM=111111HEIM t��=lt■ I�f�f�f��fr•���' 5 10 15 20 25 30 ti�fr•�t�t■ I�l•t���ft�t��� � r B�tt�lt�� tt�ftt�lt�lt�fft�lt���J t����tt�'f��t���llt■t�� ��f�f� l•��ifr•�f�� !•fft�l�� tt■f�/�t�t�t�l• ��tlt�■ ■�tt�tt���tt� rt��■ ��t�fr•fr•>•� t���■■ft�t�t�ts�� �ll��■ ■���ft��lttt� 20 (9 15 a10 5 0. ,R 20 2 V y a 10 . 10 20 .30 40 50 60 70 80 90 100 GPM 5 75 1n 15 FPS 25 ' 50 75 100 125 150 175 200 GPM 15 75 10 15 - FPS - VSR-SF VANE TYPE WATERFLOW (.POTTER FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road • St. Louis, MO 631464161 55 Olen Cameron Road (314) 878-4321 • (800) 325-3936 a Thornhill, Ontario, Canada L3T 1 P.2'1 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 11, 1 1/4", 1 1/2" or 2" pipe size. The unit may also be used as a sectional waterflow detector .on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a.flow of 10. gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to over- come the selected retard period. INSTALLATION: These devices may be mounted in horizon- tal or vertical:pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of. a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non -corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE.fitting as shown. in Fig. 2. Care must be taken to properly orient the device for the direction of UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at'125/250 VAC 2.'0 Amps -at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes - 1", 1 1/4"; 1 1/2" and 2" Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2" polybutylene. (CTS -Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • NEMA 4AP55 rated enclosure -use with appropriate conduit fitting. -Temperature range: 40° F to 120° F (4.5" C to 49" C) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler. NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, order Stock No. 0090018 waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installa- tions with the proper 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. t 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. 95400802 - 2197 FIC. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL �A �G O" � DMC. 4923-J 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. Fit's. '3 ER, FIG. 2. RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A "B" SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B". TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 21/2' 11/4' +1/8' -1/16' (60mm to 65mm) (33mm s2mm) 3' to B' 2' x1/8• . (80mm to 200mm) I (50mm s2mm) DIRECTION OF WATERFLOW n � � DWG. 1761-30 VSR+. VANE TYPE WATERFLOW. SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME 0 TYPICAL. ELECTRICAL CONNECTIONS TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT. -LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW, ROLL PADDLE IN. OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) 0 0 1 AB 10-25 120-40 C SS -55 0 SD -70 E' 60-9D LOCAL BELL TRANSFORMER STYLE B (CLASS B) END -OF -UNE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPEN ON ALARM, CLOSE ON OPEN ON CLOSE ON ALARM ALARM ALARM EOL RESISTOR SIGNALING DEVICE SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION FROM - OSE ON OPEN ON(ALARM TO ADWL }} OPEN ON 1�lO CLOSE ON ASM PMITROL DEVICES OR RETURN NOTE:, FDR SUPERVISED CIRCUITS SEE 'SWITCH TERMINAL CONNECTIONS - DRAWING AND CAUTION NOTE (FIC. 1). ALARM , ALARM EL A TO CONTROL DWG. #761-15 NOTES: y 1. The Model VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and. Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is ustially'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. 118800001 - REV L PAGE 2 OF 2 MFG. #5400761-11/95 ■ 1 V 1 1.1.1\ •Jct11t5 M 1 ANu M 1 51 KUbt ® MULTITONE ELECTRONIC SlrwAI ,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 1P2 (314).878-432i • (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,' ' cin, 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 --Ono 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 MT24-LSM (strobe/hom shown) PRINTED IN USA MKT. #8850002- REV A. -PAGE.1 OF 2" dBA and CurrentRatings Model MT 12/24 MT-24-LSM (Horn) (Strobe/Hom) Stock No. 1610914 Stock No. 1610915 Tone, Amps Typical Amps Typical at 24VDC dBA at 10' F 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 99 930.405 0.368 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. 0.362 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 9B 93 . 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'i. :,•. :' P 1�N�•! r• ►°'r.` .%/'3`°' ° •,!'. o . •.c... .>,. ;r;7a. •�� �)J .� a y,.;..• .o. :e •7• •j�' �!7•(• :••' YB • .• •0 LO ,4 O•. ,P pi. �' i l.a v:I ♦ )''r0 `7,•.1 ••:(i•'� '�'�_ 2t. Ci l�� •�ln ••,- •' e -o• •° • e. � y 01, .:I..la Z.. /1 `�'v:: •��tir T► . ��' > •r •'• 6 .: 'n:.•,. �•,•� •• 0 ci r. :';Ct \t�'•:•1.�Y +` :5 t,S •.11./•^.: ,� r Y �' i;q�, i o�;�B:r:c�:7i)/3.:i�i'. yti+•'n r t, �S' J.•'�!i�,.. , ° :t� r , �;: S * °� i. ` {�: t t( !(Q(eygy�c '.•lNi� y�{;�( q!S^9y/,�c�e �,°� °n ` %•;::r/ l' S r(((/! •t! ���r,�t4.''�J/ind�tj�i'9:�•^il.�i'C.•S.. �li�'�.a!JITK�^� rilfRTlSwthYd�XC�L��:i'��°ti1:.. _ :t �G_i � . G . � �!•�_�:�I..:QC,.,Y:.7.o�.�rZ1'Y[tC, Fumes: FireFighter and FireFighter PG have no hazardous fumes.. System Requirements and Limitations: _ All fire protection sprinkler systems winterized with FireFighter or FireFighter PG should conform to local, state and NFPA requirements. The use of'antifreeze within these systems should also conform to NFPA requirements. f. IMSTALLATION .INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the water supply valves and drain the system. 2. Add FireFighter or FireFighter PG to the system through a filling cup. 3. Use the end sprinklers to vent air from the piping. 4. Back out all of the sprinklers slightly, until antifreeze appears. This assures that the piping is completely filled and all air has been purged from the system. If the filling cup ris NOT above the highest 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 throughthe filling cup as shown in the diagram below. 2. Tighten the sprinkler heads and open the valve marked #1 until the'drop pipe and the section of pipe above valve #1 are empty. 3. Close valve #1. Close the filling connection valve. Slowly open the supply valve wide. Or: Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram below. HEATED AREA UNHEATED AREA Filling Cup Sprinkler Head Water Supply I � � ♦ i� # Non -Freezing I 12 ins. •� — Solution Approved Indicating Valve Iwall Drop 5 h. min. -- 2 ll� �__�--- Check Valve (1/32" hole in Clapper)Lorain Value Please turn to hack panel for additional infai matian r7 r,. ji"A Use of antifreeze solutions should also be in • • conformance with any state or local health codes. Please contact your local health authorities if you have any questions concerning the codes in your area. Maintenance: Because the chemicals which compose FireFighter and FireFighter PG can break down overtime, systems should be tested to determine the level of freeze :GP protection at the beginning of each freezing season. To test the freeze protection level of FireFighter, use a small hydrometer to determine the specific graviN,of ' the solution. To maintain a —15°F flow protection, the specific gravity of FireFighter should be 1.141 at 77"F. r':;.;•.- _ To test the freeze protection level of FireFighter PG, T: use a small hydrometer to determine the specific 4 gravity of the solution. To maintain a —151 flow protection, the specific gravity of FireFighter PG should tr�c be 1.030 at 77°F. �fi��i i - _ When the test indicates that the solution has �P weakened, empty the system and replace with fresh f,11� FiPBFighteror FireFighter PG, according to the a: installation Y IrQ •D f. IMSTALLATION .INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the water supply valves and drain the system. 2. Add FireFighter or FireFighter PG to the system through a filling cup. 3. Use the end sprinklers to vent air from the piping. 4. Back out all of the sprinklers slightly, until antifreeze appears. This assures that the piping is completely filled and all air has been purged from the system. If the filling cup ris NOT above the highest 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 throughthe filling cup as shown in the diagram below. 2. Tighten the sprinkler heads and open the valve marked #1 until the'drop pipe and the section of pipe above valve #1 are empty. 3. Close valve #1. Close the filling connection valve. Slowly open the supply valve wide. Or: Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked # 2 in the diagram below. HEATED AREA UNHEATED AREA Filling Cup Sprinkler Head Water Supply I � � ♦ i� # Non -Freezing I 12 ins. •� — Solution Approved Indicating Valve Iwall Drop 5 h. min. -- 2 ll� �__�--- Check Valve (1/32" hole in Clapper)Lorain Value Please turn to hack panel for additional infai matian r7 r,. ji"A . ..� .. � ,. ��, i .. � .T.�i �� '; ' > � � � � - � � � � .. .. .' ,. � r. 1 ", � l ' , �I: .l � t f .. ' � .. 'ii �� � _ ,. � � PROOUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic* antifreezes designed specifically•for fire protection systems. These products are used in place of water. and other water -like fluids in sprinkler systems where freezing may either cause'.damage or interfere with the functioning of systems or equipment, and/or toxicity to humans or animals is a concern. - FireFighter is compatible with all approved types of pipe, including BlazeMaster'", CPVC sprinkler pipe and fittings. •_ FireFighter PG is.compatible with all approved types of sprinkler pipe systems, with the exception of CPUC. Sizes: FireFighter and FireFighter PG are available in: One gal lon.plastic bottles (6 per case) —Five gallon pails 30 gallon drums 55 gallon drums t 5000 gallon tank trucks Color: :_FireFighter is orange FireFighter PG is red Applications: Wet fire protection sprinkler systems Ingredients: FireFighter: _Active Ingredient: Glycerine —Other Ingredients: Water Viscosity Reduction Agent. Dye FireFighter PG: —Active Ingredient: Propylene Glycol _ Other Ingredients: Water . Viscosity Reduction Agent Ove "Firefighter Freeze Protection Fluid -is a trademark of The Noble Company. -BlazeMaster- is a registered trademark of B.F. Goodrich `ldgn•toxic is used to describe extremely low chronic and acute toxicaty No maximum safe intake for humans has been established. The product is considered GRAS (Generally Regarded As Safe) by The Food and Dmg Administration Chemical and Physical Properties: FireFighter: ` - Oensity at 11°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 0.0-9.6 _ Boiling Point at Atmospheric Pressure (760 mm) is 222°F Freeze Protection Properties: FireFighter and FireFighter-PG: —Minimum Fluid Flow Temperature is —15°F — Mini mum 'Burst" (Hard.Freezel 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 4000F**. FireFighter PG: —Flash Point is 214°F## _Fire Point is 220°F** Toxicological, Environmental and Health Information: FireFighter and FireFighter PG are virtually harmless to animals or plants: however, the disposal of these materials should be in conformance with national, state, and local health codes. FDA References: GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe" by the Federal Food and. Drug Administration. "Cleveland Open Cup RECOMMENDED CONCENTRATIONS FireFighter and FireFighter PG are intended to be used undiluted only. AVAILABILITY FireFighter and FireFighter PG are available 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 No61e Company 614 Monroe Street Grand Haven, Michigan 49417 Phone: (616)842 7844 1— goo— 672 —6:>62 -G FAX: (6161842-1547 Y ., Printed In USA a j."A ©1989 The Noble Co. Form ®FFPIG 289 ." a 13 Series 909«Engineered for high Sizes W - 211 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 -conned-. tion control and containment at the service entrance. The 909 high capacity relief incorporates the "air-in/water=odt" pririciple.and• substantially improves the relief valves dis- charge performance. The emergency condition of com- billed back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 909QT. Sizes 3/a" and 1" have Tee handle shut -offs. Available Mo' Bels Prefix C.- with strainer clean and check, a/4" and 1" only Suffix QT with ,quarter -tum, full port, resilient seated ball valve shut -offs S - with bronze strainer HW - with stainless steel check modules for hot water and harsh water conditions i PC = with internal Polymer Coating LF - without shut-off valves, Prefix U - with integral body unions (Y4" and 1" only) FAE - with flanged adapter ends (11/4",11h", 2 only) Features Quarter -turn ball valve shut offs o Replaceable bronze seats o Designed pressure drop.'. o Modular. design ® Simple and economical service iso special tools required for ® High capacity relief proiectirin servicing against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140° F continuous and 180°F in- termittent. Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water.conditions. Connections, 3/4" — 1" 909QT has NPT female threaded body connections. 1'/d' - 2"•909=1 hass-NPT male threaded body connections. Dimensions -W, (approximate) Size Dimension (ii tches) Wg .(lbs.) inclies A 1 n C I 0 I E F I 6 I H w/o strainer V4 21% 171/ 7V% 4 4Y4 11 A 6% 31/e 15% ' 14 1 22/4 173/1e N% 4 4% 13 7 3rb IN 15 1Y4 25% 20% 103A 5 We 14 7Yi 51/4 42Y4 40 1 Y 27'/ie .21% 10ah 5 6% 15 71ft 5'/4 44 4D 2 30Y4 23% 10Ye 5 6% 16 7Y4 51/4 1 473/a 40 Kedu-ced Pressure Zo , . ri tl Patent 04,241,752 909OT-S Note: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research at the.university of southern California lab tests. *Typical maximum mechantcalfirrigation system flow rate (7.5 feet per second) 16 012 a8 20 X15 a 10 5 20 t,15 a10 5 0 20 X15 L 10' 5 0 20 015 a10 5 tCiAti�®I®i!•��t����ts �f>•��■ It®�ti■��ti�ti■ti�� i•���� It!•�st����i! i i t1i�i•�;llta■1����ti�tf�� Ol•��!>•�011fl���®� 1 1/4" e .r. ====mom mmmmmmmommmmm� MMMM ■■MMMMM ��m511��=�it11• it MMMMiMMtiltft MM MMMMMlititi MMMM mm®A! gmti•mmmmmmolmmmm� r_.rr i GPM 6For more information, send for ES -909S o 25 50 .75 100 125 750 175 200 GPM FPM 5 7S 10 '15 ,�, STRENGTH OF COPPER TUBING TYPE. K L M K TYPE L M SAFE WORKING INTERNAL PRESSURES TYPE M .0542 150"F.- 2500F. 3506F.74000F. 1.524 1500F. 2506F, 3500F. ,�, L TYPE. K L M K TYPE L M :.:r TYPE M .0542 150"F.- 2500F. 3506F.74000F. 1.524 1500F. 2506F, 3500F. 4000F. 1500F. 2500F• 35090,:. 4000F, 1n (nched`.'O.D. (PSI) (PSI) - (PSI) (PSQ (PSI) (PSI) (PSq. (PSI) " (PSQ (PSQ (PSI) (PSI) = '/a 3130 3030 1980 1300 2.686 1• 9.336 9.900 10A88 •540 ' 573 b07 4.042 4286 4.540 � • - .;, 21f 1950 1890 1230 810 655 6.81 20.64 21.36 ' 1.24 1.27 , 8.94 92S �..::..�' iz,'/e„•' '/4 1530 1480 970 640 1160 1120 730 480. 1160 1120 730 480 a/16 1200 1160 760. 500 473 4.85 3450 35.38 36.26 /i . 10840 '. 11052 112.80 625 6.40 sA '/� 1200 1160 760 500 900 870 570 380 750' 730' 470 310 r •- 1170 1136 740 490 800 770 500 330 560. 540 350 230 920 890 "580 38D 740" 720 470 310 500 480 320 210 /4 730 480 320 650 630 410 270 450 436 0 250 190 880', 850 560 370 590 570 370 250 400' 90 .170 ;::,.;•<< _;:._1 /e, 680 660. 430 280 510 490 320 210 340 _ 330 220 140 550 530 350 230 460 440 290 190 340 330. 220 140 520 500 330 220 430 420 270 ISO. 340 ' " 330 220 140 V�2'/a 450 430 280 190 370 360 230 " 150 300. 290 190 120 „.• �. ;+;;.2% 420 400 270 160 350 340 220 140 280 270 180 120 .3 6'•S"��:. 3'/a r#`-3t' 410' 400 260 170 330 320 210 140 260 250 160 110 '3i : 3a/a .., r-::. r:.. 360 370 240 160' 320 310 200 130 260 250 160 110 4';�x:,4'/4 "370 -360 230 ISO 300 290 190 120 260 250 166 110 51A 360 •350 . 230 150 280 270 180 120 240 230 150 100 ,, .mob;:.,., `�• .61 /s 370 360 230 150 260 250 160 110 230 220 140 100 8'% 390 380 250 .160 280 270 1BO 120 240 230 :150 100 390 380 ' 250 160 290 280 180 • 120 240 230 150 100 :12-,! -;Fy P;;- 12'/s 390 380. 250 . 160 1 270 260 170 110 240 230 150 100 NOTEf-'1'S0°:F.= S (Allowoble stress in pounds per square inch) .' 6000 pat - �s;m:;`• Si 5800 psi L�3500. F .-S 3600 psi 400 F -S 2500 psi _ Vis,"`„ ,__{ a, • •,, �... ; . .fir- ��^�Ir�^tet i'�.• :R: gY;•r.•: - a `%fir:3•S . t a _ +. r•er• -, ••y• - a • s -INTERNAL VOLUME OF COPPER TUBING '°`,•f'7 r 'C; : ;;`` >' .i ; Cubic Inches Per Cubic •K:r�_;::•,•ti- - Feet Per Gallons Per , :r.• am. Foot of Tubi r=w: 8 100 Feet of Tub n - i 100 Feet of Tubing ubin 4 K ti:;;/a,,; a L M K L M K L. M :.:r .936 .0542 405 1.524 •1740 1.908 .0882 .101 .110 b60 753 826 •:''/2 i^„' ZA16 2.796 3.648 .151 .162. .1761.132 1.210 1.319 4.008 4.176 •232 .242 1735 1.808 '/4 • .;.. ' 5232 5.808 6.204. .303 .336 359 2.265 2.514 2.686 1• 9.336 9.900 10A88 •540 ' 573 b07 4.042 4286 4.540 ". 1'/!..' : •`'., :. 14.64 15.12 1572 85 86 91. 634 655 6.81 20.64 21.36 21.96 1.19 1.24 1.27 , 8.94 92S 9.51 2'..: "" ,', . ; 36.12 37.08 38.04 2.09 2.15 .220 I S A4 " 16.05 16.•47 21A ;' 55.92 5724 58.68 3.24. 3.31 3A0 2421 ' 2478 , 25AO 3:' 1�" 79 b6 3 8172 8376 4b1 473 4.85 3450 35.38 36.26 /i . 10840 '. 11052 112.80 625 6.40 653 4675 47.84 49.83 4 ' -140.4 144A 146.4 8.1 "83 85 60 8 62.3 634 - 5 ` ' 2172 224A -226.8 12A 13.0 13.1 94.0 97.1 982 6A. .: .3108 3216 326.0 184 18b 18.9 1345 1392 141.3 24. Table A-2-3.4 Copper Tube Dimensions ' 7 e K Yp Type � Type M Inside Wail Nominal Tube Size Outside Diameter inside Diameter Wail a Thickness Inside Diameter Wait Thickness Diameter . Thickness In. in. (mm) in. (mm) In. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 3/4 0.875 (22.2). .0.745 (18.9) 0.065 (1.7) 0.765 (19.9) 0.045 0.050 (1.1) (1.3) 0.811 1.055. (20.6), (26.8) 0.032 0.035 (0.B)' (0.9) 1 11/4 1.125 1.375 (28.6) (34.9) 0.995. 1.245 (25.3) - (31.6) 0.065. 0.065 (1.7) (1.7) 1.025 1.265 (26.0) (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 11/2 1.625 (41.3) 1.481 (37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 2.009 (38.8) (51.0) 0.049 0.058 (1.2) (1.5) 2 2.125 (54.0) 1.959 (49.8) 0.083 (2.1) 1.985 2.465 (50.4) (62.6) 0.070 0.080 (1.8) (2.0) 2.495 (63.4) 0.065 (1.7) 2'/z 3 2.625 3.125 (66.7) (79.4) 2.435 2.907 (61.8) (73.8) 0.095 0.109 (2.4) (2.8) 2.945 (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 372 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100- (2.5) 3.459 3.935 (87.9) (99.9) 0.083 0.095 . (2.1) '(2.4) 4 4.125 (104.8) 3.857 4.805 (98.0) 0.134 0.160 (3.4) (4.1) 3.905 4.675 (99.2) (123.8) 0.110 0.125 (2.8) (3.2) 4.907 (124.6) 0.109 (2.8) 5 6 5.125 6.125 (130.2) (155.6) 5.741 (122.0) (145.8) 0.192 (4.9) 5.845 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3:1) a 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 9.701 (197.7) (246.4) 0.170 0.212 (4;3) (5.4) . 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) . ,-FIG. 22 HANGER FOR C. P. V. C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range - 3/4" thru T C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the. piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab downward, does not act.as a hanger, but can function as a restrainer to prevent the upward movement of the sprinkler head during activation. : Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - Figure 22 incorporates features which protect the pipe and ease installation.. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached -to the building structure using the special hex head self threading screw" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using -impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P:V.C. pipe size. "- Patent Pending "°.- Minimum fastener size acceptable, #12 x 1-1/4" hardened hex head self threading screw. A PHM 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 Lei - ')w"4' -1'L` ..^ �.3. �:.1 'C,ac• fi.-.... S �:.-�ir.!tl•F°:��y^rr�_�.' ^./- �'1 • x n. M. 'S w.-�c�;.++'w. r. ,�y ��;:,' ' �J'.T{ _Y» i'�:�.:,'t:F;; •q.'.' •:::.(!:IYY'�': ci.�i'�'i:l-"riJ'!^'cT.% .c;)e� ti"_n.; .. y tit- �•� �' ' �.�i.`'�:✓� J� :Y��J F N S'� CS Y �`r'� +' t � j� c�'�,F ! i e f �':. � e �? %"•1 `f �? 4 i t ) +T,/jL ✓t. - J � � �j tiFY-rrt._+�T�>.:.:braai3. wt.`F;t «i�e rsr UU nr �[ lz�-�::i�i1o... J��..CYi ���ti's�iv:+���Y-.k't i?Y�1�Fr.�}i'riepi'S,..�,f,`f..�.:.•YfJ�Uer�'i..(..iAF�}.h�r�.� .��d.'.�.. �..13.�,`�rR:i!,.Li .. ��'t�:.. 1-1/4 3-1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 ll++�q.- ;z ,�`�%'�'[Y�'•"�Sb+�'�e".a3p' ^.t`{�.-,,�h`.�4,yY ,.// hy'.fp1 ��l :r'.YRN�••.•Y-•., •.?'�l� �rt.....f��'i' a' 9iP:.nt'"'.nlaa .nA;�,M1.f.1 .(.Yyt vRft. 4(M'.Nr.Y �A�,`•y���j��_�� �i�`� �f'M��ii �t�a�f1G �C. .`:: `� �w���F.•' t �.+�c�.��.::s+FV�i.+C. +„ ��.i.�� ��•L�, ����sF'��jj�44�s"ut7 ��`�/'r+t ,T�tr�� ����'.'b.Y :iat�.F�SirG. �..�1.%�b:/.iC.�,'IS).,{i�;IR +•.N.:� .. :J'�•.�'-. N... L'us r?..5.+f�'J.'!L �.. .:5;`i}.".• 2 3-3/4 2.- 1/8 1-3/16 8 5/16 1-1/4 15' . PHM I INCORPORATED 32B CORONA, CA . (714) 737.5599 FIG. 23 FIG. 24 DANGER FOR C. P. V.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE – SIDE MOUNT I (�— e--►�� a �I A ► Size Range - 3/4" thru 2" C.P.V.C. pipe. Materia( - 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. �— A — —4-4c Features The Fig. 23 and Fig. 24, incorporate features which protect the pipe and ease installation.. The flared edge design* protects the C.P.V.C. pipe from any rough surface. The Fig. 23 and Fig. 24 are easily attached to the building structure using the two hex head self threading screws°° furnished with the product. It is recommended that rechargeable electric drills'fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. ° Patents Pending Minimum fastener size acceptable, #12 z 1-1/4" hardened hex head self threading screw. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER SPACING (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 2"u".a`lici�ix.��«�..�a. •.:.L'_^':`��W lM1,,. r6 a�a ��4' f,r ar �C» t`1m° �"r.6 1- 1/4 4 3/16 3 2 - 3/32 1-1/2 ...G..//t��ilyyo•�.r,�..�.:."{ 1-3/16 1-3/16 �a.:o-.�'i..�Ihily?.Nn 6-1/2 1.3�LwX��¢x 5/16 £ '3 51 0.41 trYa a�•u•1.mfi,� kq L .:.icka2'%32;i3I8 •a- -,w:. : y--r.r x'31'16/y 6 rY,. `r^• t• �^cX, w.• ,. 7 �;) ,r,�„� x.xs. -mA.,.. SCC )r •}+t (.q(�,+ai._t. a iTi 7n i. n i.ryrgt n wa.l �., 2 4 7B 3 -11/1 2 7/16 1-27/3 ,ti.ril.7f.� ��3.i1.33"s��,W2�"T•.:13iA>� 1' 3/16 1 3/16 8 +:tsi�S'+:w��'gw�C'.,ririT 5/16 'fif4�K���4J 1-1/4 15 REVISED 8,A)I Central Sprinkler BlazeMastero INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S.; Canadian and U.K. Edition Rev.4 5,196 Table of .Contents Introduction .......................I ............... 1 Conversion Factors ..........................:........ I Listings and Approvals ............ ........... ........ 1 Where and how to use a, Central BlazeMaster S -tem: — . I Central BlazeMaster Specifications ..................... 3 Pipe........................ ...................3 Central Biazeh-laster Fittinas .... ...................3 Solvent/Cement ..................................... 3 Dimensions for Central BlazeMaster CPVC Pip............ 3 Fitting Socket Dimensions.......... I ...............:. 3 Product Ratings and Capabilities ................ :....... 4 Pressure Rating & Pressure Listing .................... 4 Friction Loss....................................4 Thermal Expansion ................................. 4 Physical and Thermal Properties of Central BIa-eMaster 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 11 Fittings............................................ 9 Primer/Solvent Cement ............................ 9 System Desfgn.................................... 9. Installation Procedures ....... .......:........... 9 Inspection....... .............................. 9 Trenching.......:.......................I......... 9 Snaking of Pipe.. ...... ...................... 9 Back -Filling ...................................... 10 Maintenance.... .............................. 10 System Riser Installation Requi'rement's ................. 10 . System Riser Installation Recommendation .............. 10 Handling & Storage ................................. 11 Handling ........................................ 11 Storage:. .... 11 Handling of Central BlazeMaster Cements and Primers .. 11 . Solvent/Cementing Instructions ........:... . ......... 11 Joining Central BlazeMaster Pipe Systems ............... 11 Cutting.......................................... 11 Deburring....................................... 11 Fitting Prep=aticn .................................. 12 Safety and Heaith Precautions ....................... 12 Estimating Primer and Cement Requirements .......... 12 Primer Application ................................. 12 Solvent Cement Application ....................:... 12 Assembly ........ . .............. * . * * ............. 12 Set and Cure Times ............................... 1 �• Pressure Testing the System ......................... 14. Transition to Other Materials .......................... 14 Flanged Connections ............. * . * ...... 14 Grooved Coupling Adapters ................. . ...... 15 Penetrating Fire Rated Walls & Partitions .............. 15 Other Design Criteria .............................. 15 Freeze Protection .................................. 15 Central BlazeMaster Systems and Penetration of Metal Studs ........................:........... 15 Solvent Cement and Primer Spills ............ . ....... 15' Joining Central BlazeMaster CPVC in Cold Weather ..... 16 Joining,Central BlazeMaster CPVC in Hot Weather ...... 16 Appendix......... ..............................16 Helpful Tips.......................................16 Material Safety Data for Solvent Cements and Primers ... 16 Training/Demonstration ............................. 16 Material Safety Data Sheets.; ........................... 17 . This Installation and Technical Manual contains the c iteria to install a Central BlazeMaster CPVC piping system fn accordance with the UL Listing, C -UL Listing and/or FM Approval. Additionally, the manual contains recommendations for easier installation, general piping proc= 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 Listinga/Approval. SHOULD - The use of the word "should" indicates a suggestion that is not required to meet the Listinas�Approval. f-�11 Warranty Central BlazeMaster CPUC 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 all other warranties, ex ie-ssed or implied, including the war- ranties of merchantability and fitness. All sales by Central shall be subject to the terms and conditions stated herei:-r. The placement of orders with Central shall constitute a_=ce_rr 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 ]avis 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<:a•,, 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-Ui- FM and NSF-pw S.E. marks on the product. BlazeMaster" is a registered trademark of the BFGoodrich Company. Aw All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. 3 Introduction Central Sprinlaer Company in conjunction with BFGoodrich has created aline of B1azeMaster CPVC (Post Chlorinated Polyvinyl Chloride) • sprinlder pipe and fittings. Central BlazeMaster pipe systems are designed specifically for (ire sprinlder systems and provide the_ following, advantages mrer traditional sprirlier piping systems: • Increased hydraulic capabilities (C -Factor =150) . • No precutting and expensive fabrication required ]4SF-pw S.E. approved for potable water • Canbe easily connected to other spriril ler piping systems • Flexibility, in the piping for greater ease of installation • Resistant to rust, scaie and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified or. site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shor-m in this guide are as lollows: linch = 25.4 mm 1 foot = 0.3048 meters 1 psi = 6.895 kPa 1 psi 0.0639 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 foi "Installation of Sprinlder Systems in Residential Occupancies up to and Including Four Stories in Height", NFPA 13R • Residential occupancies as defined in the Standard for" Installation of SprinMer 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. 0 Central-Sprinlder BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S. requirements by Underwriters Laboratories, Inc. for use in return air plenums as described in the "Standard for Installation of Air Conditioning and Ventilating Systems", NFPA 90A..Central Sprinkler BlazeMaster CPVC pipe and fittings are not C -UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by hE&A in Residential buildings as defined by NFPA 13D and 13R. Tl ie MF.&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.Blazel\faster CPVC sprinlder 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 FIJI Approved for use with Central and/or other BlazeMaster CPVC fittings listed and/or Approved in accordance with the appropriate U.S. and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory, C -UL Products Certified for Canada Directory, FM Approval Guide and/or contact Central Sprinlder's Corporate Headquarters at 800-523=6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in "wet" systems only. (A wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air -or other gases. 2. National Fire Protection Association Standards 13,13R, 13D or 24 shall be followed and when applicable, the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A In accordance with the. UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum prosection shall consist of either one layer of f" thiel: gypsum wall board, >i" plywood soffits, or a suspended. membrane ceiling with lay -in panels or tiles having a weight of 0.35 pounds per sq. ft. when installed with metallic grids. For residential occupancies defined in NFPA 13D and -13R, the minimum protection may consist of one layer of y" plywood. In these cases, any standard sprinkler head rated at 1707 or less may be used. i B. In accordance with the C -UL Listing, prbtectibn shall be provided lotBlai'eMaster CPVC pipe and fittings. The minimum pro- tectionishaAkDris't,pWtheriat'h and plaster, one layer of 9mm thick gypsum wallboard, one layer of 13mm plywood, or a suspend- ed meg brave ceiling wR4 ]try-in panels or files classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim°vrhen installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills, exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent, individual openings exceeding 0.03r-2, but . -lot 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 0.71m2 in area. In these cases, any standard sprinkler head rated at 77°C or less may be used. C. For a concealed installation per FM Approvals, the piping shall be protected and completely separated by a permanently installed non-combustible barrier from or, area pr otecied by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damiage. 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 haOng 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, Biazehlaster 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 Lifting shall be used and the maximum distance between sprir Eers 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 Listei Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance betr^ern 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, fined ceilings in conjunction with lasted Quick Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F (65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers, as refer- enced in NFPA 13. However, 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 nuns through an attic space that requires sprink:lers,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 furfures, 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 ctny, 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. 0. 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-sprinllered areas has not been investigated by UL or FM. �7 J VCll[rUl V1ULClVlUS1Ct 0J7CG1111L;UL1W115 Pipe Centra] Sprinkler BlazeMaster CPVC sprinkler. pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc. (UL & C -UL), Factory Mutual TM), i &A, and the National Sanitation Foundation (NSF -p -a: S.E.) for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from V to 1I") and ASTN4 F439 (Schedule 80 dimensions for 2" to 3"). Female threaded adapters for sprinkler head connectonscontmn brass inserts. Fittings carry the marl: ings of Undervrriters Laboratories Inc. (UL & C -UL), Factory Mutual (FM), ME&A, and National Sanitatim Foundation TSF-pv; S.E.) for use in potable water systems. Solvent/Cement BlazeMaster CPVC socket connections can be joined using one of two solvent/cementing processes. Connections shall be joined with Central Sprinkler BlazeMaster One -Step CSC -300, CSC400,or CSC -500 Solvent Cements or Two Step CSC -100 Pri ,ger and CSC -200 Solvent Cement. CSC -100, CSC -200, CSC -300, and CSC400 or CSC -500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cement- ing instructions within this manual prior to installation. Other primer or cements shall not be used with Central BlazelAoster products and the use of such non -approved welding agents will void the Manufacturer's warranty and product Listings/Approvals. ,Dimensions for Central BlazeMaster CPVC Pipe Table A • Central BlazeMaster Pipe Dimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average OD Average ID Pounds per Feet '/' (19.1) 1.050 (26.7) .874 (222) .168 1' (25.4) 1.315 (33.4) 1.101 (28.0) .262 1 Y' (31.8) 1.660 (422) 1.394 (35.6) :.418 1%- (38.1) 1.900 (48.3) 1.598 (40.6) .54B 2' (50:8) 2.375 (60.3) 2.003 (50.9) • .859 2W (63.5) 2.875 (13.0) 2.423 (61.7) 1.257 3' (76.2) 3.500 (88.9) 2.952 (75.1) 1.867 3.516 3.492 1-1.8:,;5- _2.316 2.892 0.300 0.375 ASTM CPVC Fitting SocketDimensions Table B e ASTM Dimensions for CPVC fittings in Inches: Nominal Size A Socket Entrance Diameter Average Diameter B Socket Bottom Diameter Average Diameter C D Socket Inside Length Diameter Minimum Minimum E F Minimum Wall Thickness '/,' _ 1.058 1.046 0.719 0.820 0.113 0.141 V 1.325 1.310 0.875 1.044 0.133 0.166 1'/+'_ 1.670 1.655 0.938 1.375 0.140 0.175 114' _ 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 0.276 0.345 3' 3.516 3.492 1-1.8:,;5- _2.316 2.892 0.300 0.375 Note: Central BlazeMaster pipe is produced in SDR 13.5 dimensions in accordance with AMV442. SDR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thickness of the pipe. r Product Ratings and Capabilities Pressure Rating & Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C -UL Listed and F1.4 Approved for a rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150"F (65°C). E Friction Loss . Central B1azeMaster CPVC pipe has a Hazen-Wilhams C -Value of 150. Pipe friction loss cal S-andards. culations shall be made according to I4FPA following table s:,ot*-s the al)ovance of fri"ion ions for fi,i_ngs, expressed in equivalent feet of pips. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size (In.) '/" 1 1Y" I 11F 1 2" 1 2Y" 3". 13 'The above stated friction I= volu=s are for Central Blaza_Moster fittings only. Wher, using other Listed BlazeMacter CPVC 90` e1csyswith Central Sprinkler BlazeMaster products, please consult The filling man u/actu!a: '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 /T. A 257 change in temperature will cause an expansion of y inch for a 50 foot straight length. For most operating and installation conditions, expansion and contraction can be accommodated at changes in direc- :1 on of the pipe run. For additional information on Thermal Expansion please see Table C below. Where AL = 12el (AT) e = 3.4 x 1(i' in/fn/°F (Coefficient of Linear Expansion) L = Length of Run in Feet AT = Temperature Change in 'F An example of Thermal Expansion is shown below: Example: How much will a 40 foot run of YVof BlazeMaster CPVC pipe increase in length (or expand) if the expected. ambient temperature ranges from 35T to 85'F7 Changes in length due to fittings are insignificant relative to the pipe. AL = 12e] (AT) AL = 12 (.000034) r. 40 x 50 AL = .82 in. or %" Central B1azeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Centra) BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (ie; summer to winter extremes). : Methods 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 mmimum woddrig temperature are lower than those used to derive the tables, the numbers will beconser- 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 1007. -Refer to Table H on page 4. AT = 70T S =1560 psi E = 3.85 x 10' psi q'Avg. .D. Table Do Loop Length (307 to I00'F) AT= 707 'Length of Run (it.) 10 - 20 30 40 50 6D 7D BO 90 100 -- Lennth oI Loop (In.) 120 Table C • Thermal Expansion 160 50 11 Temp Change 5 10 - 15 20 25 30 Length of Run (fl.) 35 4D 45 50 70 fill 120 160 AT°f 17 20 24 26 29 31 Thermal Expansion, AL (In.) 37 41 44 47 20 .04 .-08-72 13 .16 20 24 29 .33 37 .41 .57 .73 1 ,98 1.31' 30 Z .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 1.47 126 2.61 50 .10 .20 .31 .At .51 .61 ,71 .82 .92 1.02 1.43 1.84 245 3.26 60 .12 24 .37 .49 .61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 70 ,14 129 .43 .57 .71 .86 1.00 1.14 129 1.43 2.00 2.57 3.43 4.57 80 .16 .33 .49 .65 .82 .98 1.14 1.31 •1.47 1.63 228 294 3.92 5.22 90 .16 .37 55 .73 .92 1.10 .129 1.47 1.65 1.84 257 3.30 4.41 5.88 100 1 .20 At .61 .82 1.02 122 1.43 1.63 1.84 2.04 ' 2.86 3.67. 4.90 6.53 Central B1azeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Centra) BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (ie; summer to winter extremes). : Methods 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 mmimum woddrig temperature are lower than those used to derive the tables, the numbers will beconser- 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 1007. -Refer to Table H on page 4. AT = 70T S =1560 psi E = 3.85 x 10' psi q'Avg. .D. Table Do Loop Length (307 to I00'F) AT= 707 'Length of Run (it.) 10 - 20 30 40 50 6D 7D BO 90 100 -- Lennth oI Loop (In.) 120 140 160 50 11 15 18 . 21 24 26 28 " 30 32 33 37 394215 12 17 20 24 26 29 31 3335 37 41 44 47 .60 13 19 23 26 30 32 35 37 40 42 46. 50 53- 19' 2' 1.900 2.375 14 i6 20 22 25 27 28 32 .32 35 38 35 39 42 40 45 43 48 45 50 49 55 53 59 57 63 214' 2.675 18 25 30 " 35 39 43 46 49 52 55 .60 65 7D 3' 3.500 19 27 33 38 43 47 51 54 58 61 67 72 _ 77 qK Table F • Loop Length (70T to 15071 AT = 80T Pipe Size Nom. Avg' OA. Table E *'Loop Length NOT to 120T) AT= GOT. 20 30 40 Nom. Pipe Size Avg. O.D.10 90 20 30 40 Length of Run (it.) 50 60 70 Length of Loop (in.) 80 90 100 120 140 .160 it 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 1' 1.315 11 18 20 23 26 _ 28 31 33 35 37 40 43- 46 1K' 1.660 13 .18 22 26 29 32 34 37 39 41 45 49 52 W 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 2X- . 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 92 96 Table F • Loop Length (70T to 15071 AT = 80T Pipe Size Nom. Avg' OA. 10 20 30 40 Length of Run (it.) 50 60 70 Length of Loop (in.) 80 90 106' 120 140 160 1; 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 ; 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 1Y _ 1.660 17 24 29 34 38 41 45 48 51 53 59 63' 68 Ur 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 2' .2.375 20 29 35 41 45 50 63 57 61 64 70 76 '81 21S' 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 96 Loop Offset Change of Direction va/ rst 112 MIN �� "� MN o - Un RM m PIS 0 . Flanpm at oft Ramp Figure G • Expansion Loop and Offset Configurations Table H • Modulus of Elasticity & Stress vs Temperature Temperature 7 73' 80' 90' 100' 110' 120' ''140' 150' Modulus of Elasticity 4.23 4.14, 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875. "S" (psi) Note: Table based on Stress and Modulus of Elasticity at 120T Refer to Table H. AT=.- 60T. S= 1275 psi E= 3.55 x 101' psi Note: Table based on Stress and Modulus of Elasticity at 150T Refer to Table H. AT = 80'F 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 anal movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: f= Length of Expansion Loop in Inches E = Modulus of Elasticity at 100T (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working.Siress at 1007 (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" fn the Expansion Loop Formula. An example is presented to demonstrate the cal- culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. . Example How much expansion can be expected in a 240 foot run of 2" Central BlazeMasier CPVC pipe installed in 40T 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 ds AL Since the run is 240 feetand the fable is inclusive to only 160 feet, two cal- culations will need to be made. . Length of run =160 feet with AT = 60'17 From Table C, AL = 3.92 in the hanger shall not t1OnS*' v i P under eAd(X � '• p are suitcble for'CP"� Pipe. � not us_ er Reeon in canJact with the PTP' a size Support (X,110 Hang _ Some hangers designed for metal -an s_le t edges v:hich -an cors.. shall be o clad based on pip �' - ■ g sufiicient sizing ith the apPiOpriate Standard. Td. PP• i have rough or sharp Mme e 2 (shown) hangers. Hangers v>i sized hang Pipe hangers must comp 1 ar _ Doves or vinyl hangers for 1'f" Pipe). hes. lastic sl whichever. aPP etal conlact:ln this case, overly tight to a skTuc" 13D. oT 13R, . not allow plastic to m ing pipe d. Please omsure the pipe,s Some local codes may used to isolate the maihT'n Pressurize Strapping electiical tape should be e to the pipe inched or crushed in anWfloUT SIiIELDING FOR lural member can cause dama9 b the hanger. but is no�1 P nc .COMI&IDED held snug y E OR I HomKs pLUMMRS TAP A 13D APPLICAT'ON" BOUGREDGESINNFP dganget' =ovrilh vyilh Standard Ban devices that are available for Ls� pipe Bracing _ erlrestraining and Alcon In three hang eT and as a & Tolco, Inc. p1513 can function as a hangis down Central B1azeMaster. left, or Aicon Mod+the hanc"T S0 that the las 1j eT der head dur- The To1co Model No. ashown ning device, im ari, and rn cement of the sp ` device. restraining er will prevent up' hanger and as ' ward Installation in this mann .. �r ing activat1on' left. or Af con Model can function as a ang as shown The hex ? 'rhe Tolco Model No• se installation. i e and ea a recharge '.: a restraTT11n9 strap' Tate features which pT°i� t the p P installed using • r roduct I is easily uired. 4: Products incorpo with the P Ted&"ng slot hole is req Both p screw (furnished of a P ant. No p Listed for this ap o b head salt threadTn9 r e only and are UL ation about able electric drill and a $�� socket crtiachm Plastic p P Model No. 23 (shown) vertical restraint cfltena For more Tri{orm ned and tested for CPVC p odels 513 and 510 satisfy both support and odels 22 and � and Af°0n Models 513 and 5l0 were desig Both Tolco M con M The Tolco Models 22 and 23, and Af S Tinlder Company xCmger1Supparf.?pacing id than other C, Th T ucts, consult the Cenlrcl P 1 B1azeMaster pi s c1eur9ghOwn in Table L Tolco or Alcon p Because Centra the support Table L •Supp°it Spacing IEt•) dpVC SDR 13.5 Dina Size �f types of plastic Syste=ms, the system. shall be adhered to when installing ations. Listed support devices shall be For e�cposed install i ing &Tectl lathe used which mount the B1azeMaster p P ceiling or side wall• d activates, d significant reactive si. Tie TeC ctive ioTce e . - -� ; ler head eater Crim 100 p ecially if the Tally c t Vstem PTT, SII', ti isnot properly secured, asp he pipe to lih vier Pipe* rop . {i0Tn a small diam. P hanger should l" or 1'i:° pipe, the closest be used to Tinder drop is from a > A numneT of techniques � positioning the threaded sup - pipe against verlfcal lilt- band hangeL p ora wrap around hang pipe such as a stands Qr using a split ring D Y, inch above the pipe trains. CpVC when installed. Tii ueaded rod should not come in contact as t Pv►ces such as then ontact d 1h the PVC threaded Tod from coming ivisable to use lilt restraint d_ ,hich prevents o t pipe as shove to the left . •lAnol codes no ae ;is as shown elbow to prevent in Tables M and TI Branc. h lines shall beo ed at °distance from a tee o lilt n'� ny 7 kLA When piping is suspended from a deck, hangers are :squired to suspend the pipe as well as for vertical lift �straint. One support can serve as both. Drop locations =tween supports are acceptable in any location as long a; s -ppori spacing is in compliance with Table M. Examples of .=here this type of hanging is used include: concrete decks th rod and ring hangers, "pan decks" on I beams with C- or concrete anchors, and under wood joists with s=aps or rod hangers. See Figure O. Bar Joist U -Boll Finished Ceiling. Una 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 rnth this type of construction is toprovide vertical estraint and hangers are not required. When supporting _PVC piping below the deck, and when the supporting members are spaced far apart, it is important to brace for upward restraint per Tables M and N. Drop location between supports are acceptable in any location as long as support spacing is in compliance with Tables M and N. Wood Frame Construction tri 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 Maximum Table M A B Bar Joist (Reference Table M)' (Ret. Table N)"' ►E Any distance hGfiunnn e„nnnAc Finished Ceiling Line Fig. Q Sprinkler Drop Pipe Adjacent to Truss %dC pipe or filling must be supponed near a sprin} i2r head as shrnrn in Tables lu cn, i\` OLV Table N • Support Spacing to an End Line Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) ?, inch 91 6• 1 inch 110' 9" 1Y, inch 1.4' 1' l u inch .2- 2•>19 >1 9 inch 2'. 1' Maximum Table M A B Bar Joist (Reference Table M)' (Ret. Table N)"' ►E Any distance hGfiunnn e„nnnAc Finished Ceiling Line Fig. Q Sprinkler Drop Pipe Adjacent to Truss %dC pipe or filling must be supponed near a sprin} i2r head as shrnrn in Tables lu cn, i\` OLV C? Building Permit Check List � S Lot # — Date 3 a I o 1 Building Permit Application completely tilled out a Signed by Construction Super b Signed by Peachtree .Represer►ative c Square footage of house on permit 2 Form U signed off a DPW (check for sewer tic in) b Fire Department c Planning Department d Conscrv�ition (check for wetland bond, where applicable) [X3 Growth Management Fornn ® 4 /Certified Plot Plan as built foundation plan required for construction permit 5 Copy of Construction Supervisor's License a6 Workman's Comp Affidavit ® 7 2 Copies of Building plans /include a copy of the sprinkler plans Q �-`z>�ontract (if applicable) ej 9 Copy of the Mascheck (energy audit) 10,10 Copy of the Form 1 F] I 1 Check for Permit a Foundation Permit b Building Permit w < m c O o -i c �. z o °,. o -� ? �M rn C m �n N 0 �> > >oc3 �. 3r .0 0 H rn M 0 > = 0.-0 ° a ?m C7 x <adc N o -m ® _ :0► � tn � ? o c 7W = f�D 0 N � � '� O C� E < _ .0 cr Ln W m :� 0) AM X 5.Z ° N a mm 0 @ a m E m ?� '� "V'i�, ° Z �0 .� o :� 4 �_. �1 O o :AA:CLa ri 0— o its o y o rb �x rn o 0 a W m m m m y m _v, C co CO3 CD � d 'C O Z.H, ..a O� =� 06 y aU2 -0 '00 o p m d� O Q .� % O CD 0 CD C . 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Csl � o �� p, �1 �. n ql (�J hd 00 r 1. i I 0 "W4 m xm Oncm0�� _ =P=oma O m .Z7 Ln M ` N Z ,;�1j,�14t ,;, 1j� n N O,1 z 280 _ 278 2>> �� 76N o N ro V cr N J pMC) NfTI Qo mcn � =O / Cpl c' n =■ -1 0 D I!Tl j o 1( mZ I� 00 000 e , 66 om- o m O M 2 WI M M rnaur v z m -a cn m p� ITl 0 11 = N D -OCL < v — ChrgF � r ii ;d p T (D O �. m= Z m Z X Ma C = Z OL4 m C > 0 0o r pZ W m Ily n, U) (n 3' Mm o 0 0 a m Dz� -T1 _ N to cn = m -- �m0 = > %- m N� y = L 0 Z m _ I ` //`•`•:1••:,••:1•:1`•:,•CD ,;�1j,�14t ,;, 1j� CD .1. ,., 00 D 1 1�1 ': • ]�c11 ]�c11 rn • %/,...,:;:::.1• • - °moo; 00 rn zz Ebb;-, 280 _ 278 2>> �� 76N o N ro V cr N J pMC) NfTI Qo mcn � =O / Cpl c' n =■ -1 0 D I!Tl j o 1( mZ I� 00 000 e , 66 om- o m O M 2 WI M M rnaur v z m -a cn m p� ITl 0 11 = N D -OCL < v — ChrgF � r ii ;d p T (D O �. m= Z m Z X Ma C = Z OL4 m C > 0 0o r pZ W m Ily n, U) (n 3' Mm o 0 0 a m Dz� -T1 _ N to cn = m -- �m0 = > %- m N� y = L 0 Z m