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Miscellaneous - 16 PEACH TREE LANE 4/30/2018
16 P . EE I �IN FILE MAP 098.0 PARCEL 0139 0980 P 1 � i � i North Andover Board of Assessors Public Access .= Page 1 of 1 NORTH Forth Andover Board of Assessors t 'li ��no�fi t9 Sroperty Record Card Click Seal To Retum Parcel ID :210/098.A-0139-0000.0 FY:2012 Community :North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels Search for Sales Summary 1 Residence Detached Structure----� -, Condo Commercial 16 PEACH TREE LANE Location: 16 PEACH TREE LANE Owner Name: SHAPIRO,JEFFREY SHAPIRO,WENDY Owner Address: 16 PEACH TREE LANE City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:9-9 Land Area: 0.29 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 2925 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 598,600 598,600 Building Value: 395,700 395,700 Land Value: 202,900 202,900 Market Land Value: 202,900 Chapter Land Value: LATEST SALE Sale Price: 705,100 Sale Date: 11/26/2004 Arms Length Sale Code: Y-YES-VALID Grantor: PREACH TREE DEV Cert Doc: Book: 9208 Page: 303 http://csc-ma.us/PROPAPP/display.do?linkld=1893871&town=NandoverPubAcc 5/18/2012 Residential Property Record Card PARCEL ID:210/098.A-0139-0000.0 MAP:098.A BLOCK:0139 LOT:0000.0 PARCEL ADDRESS:16 PEACH TREE LANE FY:2012 as. _r _ PARCEL INFORMATION Use-Code: 101 _ -Sale Price: 705,100 Book 9208 Road Type _ T __Inspect Date __ 06/24/2005. Tax Class T Sale Date 11/26/04 vPage 303 Rd Condition: P Meas Date: 06/24/2005 Owner: �- �- Tot Fin Area: 2925 Sale Type P - Cert/DocTraffic: M Entrance X SHAPIRO,JEFFREY - -- - - SHAPIRO,WENDY Id' -: - Tot Area 0-29--"' Sale Valid Ye._.�_. Water. _ Collect Id RB Address: Grantor. PREACH TREE DEV µ_" Sewer: Inspeceas:_ S 16 PEACH TREE LANE Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION S le CL Tot Rooms: . 8 Main Fn Area: 1360 Attic NBHD CODE: 9 NBHD CLASS 9 ZONE: R2 tory ,6ig . , .. - _ ... - __ _ _ _ _ K_ _ _ _ Se T e Code Method S 'Ff dcres � tnflu-Y/N"Value Class71 Story Height-2.00 Bedrooms: 4 Up Fn Area: 1565__ Bsmt Area: 1351 w,9.,�� Yp u _....:_ _.,.._�... q' ._.T_ .. ,_. _.�.... _ Roof. G Full Baths: 2 Add Fn Area: Fn Bsmt Area: -71 P 101 S 12647 0.290 202,934 Ext Wall: FB Half Baths M 1 �Unfin Area Bsmt Graded w VALUATION INFORMATION Mason'Tnm Ezt Bath Fix " 1 Tot Fin Area: 2928 - Current Total: 598,600 Bldg: 395,700 Land: 202,900 MktLnd: 202,900 Foundation CN Bath QualL RCNLD: _395682 Prior Total: 598,600 Bldg: 395,700 Land: 202,900 MktLnd: 202,900 YF_-- - _ Kit ch Qual' '' L Eff Built: 2004 Mkt Ad`: Heat Type: FA Ext Kitch: Year Built: 2004 i4 Sound Value: Fuel Type: *G Grade R V Cost Bldg:. 395,700 Fireplace: 1 Bsmt Gar Cap: Condition: _.__.'....E Att Str Val1: Central AC YBsmt Gar S'F Pct Com tete;:100 AttStr Val2 ' _.. _._ p . - AttmGar SF_ 484%Good P/F/E/R: ///100 Porch Tyke Porch Area Porch Grade Factor P 132 SKETCH PHOTO rm 12 q.RINC" 31 IR 14 FM/8 21. FU/FM'/B 15' 270 S4.Ft 15 07 1081 Sq. �.. y i FU/G 22 484 Sq.Ft 17 E 4 P 1. 16 PEACH TREE LANE Parcel ID:210/098.A-0139-0000.0 as of 5/18/12 Page 1 of 1 Egge, Matthew - From: Egge, Matthew Sent: Thursday,August 21, 2014 9:26 AM To: jeff.g.shapiro@medtronic.com' Cc: Enright,Jean Subject: RE: 16 Peachtree Ln. Driveway Widening Jeff, Per our phone conversation,you may proceed with widening your driveway per your attached drawing/photo after receiving approval roval from DPW. Thank you, Matthew Egge Town Planner Town of North Andover 1600 Osgood Street,Suite 2035 North Andover, MA 01845 P: 978-688-9535 E: megge@townofnorthandover.com -----Original Message----- From: Shapiro,Jeff[mailto:ieff.g.shapiro@medtronic.com] Sent:Wednesday,August 20, 2014 6:33 PM To: Enright,Jean Cc: Shapiro,Jeff; Wendy Shapiro Subject: 16 Peachtree Ln. Driveway Widening Dear Ms. Enright, Maura Deans asked me to send you a sketch of what I plan y p a to do with widening my driveway. Please see that attached to this message. I've already run this by the board or trustees for the.HOA and it has been approved, but I also want to make sure there are no other issues with the town prior to proceeding. In addition Patrick Higgins is corrin b to make sure h p p g gg g y a doesn't foresee any drainage issues. He said he would get back to me by the end of the week. There are several other homes in the neighborhood with expanded driveways to accommodate extra parking. 1 expect my driveway to be similar to the others. Please don't hesitate to call me with any questions or concerns at 978-609-7089. [CONFIDENTIALITY AND PRIVACY NOTICE] 1 x ��� 'i� vy �+'S Y ��„'�"-�A ie�..�.,Y� •'„Sn ���. F"YRpaS:'�.fJ � ; r � Y .* y .. xr'•y�f."ret'�'":�YR. t, ”} � 1NEl�ll�� •,,,"r�9,+�-pig '•.may �5 ! .v;'.� .•Awx .. • 3 t • J r _ „1 cc x .x J �,s�J •'L, d !: fit �l r '`� }���a '�...; rf g • AW t /1u; xR. 14 6004 Date.... ...... "ORTPI 6 6 TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING SAC14US This certifies that ...... ... ....... ..... .... .............. ....................... has permission to perform . ......................— .......................................... wiring in the building of......... .... ...... ................................................. at...... ...... ................... .North Andover,Mass. Fee.... Lic. ELECrRICAL INSPE�Tr" Check # DMA MI'1VrOFPUB KSU 4 Y Permit No. BOARDOFFLREPREVENIOAMRBGVLATIWS27 am Occupancy&Fees Checked PUCA71ONFOR PERMITTO PERFORM ELECTRICAL WORK RK ALL woRK To BE PERFORMED IN ACCORDANCE wrrH THE MAssACHusm ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Da D' Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the elec ' al work described below. Location(Street&Number) an Owner or Tenant �'�1` �'��pj`✓p • Owner's Address Is this permit in conjunction with a building permit: YesCI No (Check Appropriate Box) purpose of Building Utility Authorization No. Existing Service Ampa ..V olts Overhead [:] Underground a No.of Meters New Sernce �� Am pa...�.V nits Overhead EM Underground C3 No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No.of Lighting Outlet No.of Hot Tube No.of Tnnaformen Total KVA Na of Lighting Fixtwa Swimming Pooh Above Below Clerteraton KVA ural No.of Receptacle Outlet No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Oudeu No.of On Somers No.of Ranges No.of Air Cond. Total FIRE ALARMS No,of 7,0= Tau No.of Disposals No.of Had Total Total No.of Detection and Ponve Toro KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding D.A. No.of Self Contained DetediodSomding Devices No.of Dryers Heating Devices KW Local Municipal Other Comtectioro No.of water Heaters KW No.of No.off Sign No.Hydro Mase Tube No.of Motors Total HP Y � OTHER' 1ru =cow*Pl m=k)drw ianm dNWwd=aClri®1La►va IhMauaW1!tliyhstmra FbL'Yirduri8ar1ssf WMgivaW YES ® NO lhm zhnibdvaidpwdcf=w1ode0ff1r-YM ryouhaseche*!dYEKpkw dieWc(wvmVby 1N ummi � BOND O'ma �IeeseSpedfy) P.�gitrdrnDille EftftdvalreafEbae dWadrS ' WWDSlat ��� r<t�e�rnnatRo�enea F=01 And Sigrod= �Rnwmofpcqjmy. t�tMNAME Lec Q. LioatarNa �����d 3 / 4 Goel�No AlLTeLNnZMr/ OWI�WSIIVSTJRANMWAr4 ;Iamawaedletdlel rel bis>r =wvwrarksafxilanlhlequva�tasrac�iradbyN�d (,erlaAlLawg �_ atdlhetmysOg�ra�erndrspear�appicaomvrai�esdrsregiaesrat (Please check one) Owner Agent13 Telephone No. FEE DEAlRl1E1I1'OMMMSAFBIT Permit Na (,y 0 y Da4RD0FF=PREVffMavRDGUrA1XMM.70R11-W 0^ Occupancy&Fen Checked ' APPLICAHONFOR PERMI'!'T�0 PERFORMELECTRICAL WORK ALL WORK TO BE PERPORMED Qi ACCORDANCE WITH THE MAsSACHUSM ELECTRICAL CODs,527 CMR 12:00 v (pLFASE PRINT IN INK OR TYPE ALL DWRMATION) Datq Town of North AndoverTo the Inspector of Wires: The undersigned applies for a permit to perform the elec ' al work described below. r- Location(Street&Number) a an -e Owner or Tenant �� ��� �1`✓a - — Owner's Address Is this permit in conjunction with a building permit: Yes No (Check Appropriate Box) Purpose of Building - Utility Authorization No. Existing Service �� aIIPs��� 014 � `: ��_ :,U � No.of Meters N�ce �� Amps / l a Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical WorkQ�r✓i1 _ �-�e�ZG/J / — No.of Liandni Ootbt No.of Hat Tabs No.ofThteWbnaee TOW KVA No of Lighting Fiatatp swinurdng pod Above Betow Generators KVA td No.of"g;;i c a Oudets No.of OU Butner No.of Emergency Lighting Battery thda No.of Switch Outlet No.of Oas Burners No.of Range No.of Air Cad. Taal FIRE ALARMS No.of Zones Taus No.of Dlspoaab Na d Heat Toll Tots! Na of Ddeetico and pumps Ton Kw hdde ft Devices No.of Dishwasher Space Ara Headug Kw Na of sounding Devices No.of Self Cawained DetecdoulSoa�lttg Devices No.of Dryer Heating Device Kw Lad Muddpd Other Connection No.of Water Heaters Kw No.Of No.of signs Amb No.Hydro Manage Tube No.of Motors Total HP OTtIER- i YsstaHMeCDMW Fis8 11D#eap mn6cfMnmd=ft0andLA s Isarcasae,tLie6�yhaanoeF�i�yirrdtrdrB�rgi* crleZbft"aQiveimt YES (� ISA a Ihvw9b niWdv&ptodof==lDfleOfflr-YM rMV 8yuunatedbdedYMpkwi IthegVc(wmeby UZLAMgdte bac P61 ArC BMD 1:3 ftw H Ii Dim EftftdvakrdHaaW Wc&S "WodrbSO � I DeFtwitod Roo FAW INE Slgndur�r ptrtariratfpsjt�►. FWNAME LionaeNa lit =%Nnf'�� `'� -�/ y'.�l/ d2ss rl�i�����rl�f�, 4• AtTdNa7��3 ya_3 -�.J CJWI�R'sIl�NtAN�wANDt;Iamawaetllatgletioe:aQleiasa�oeaoles>geotis9�b�sear�elegiivelnrasmc�iedbyMeeaedz�C�alaalLawe acdthecrrprsigtlersemeispearit�pic�acwdV0lisre4riler,est (Please check one) Owns Agent c^� Telephone No. PERM1T FEE Cz Location /G No. 21 Date NORTh TOWN OF NORTH ANDOVER 41 4L Certificate of Occupancy $ '• °E<�' Building/Frame Permit Fee $ s�cM4 us Foundation Permit Fee $ 0 Other Permit Fee $ TOTAL $ Check # 1843 Building Inspect l� TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEyM}�OyLISH A ONE OR TWO FAMILY DWELLING sF> .;5,_ #� Y-`,s q:?' •.Z -tea .F , .i Liz BUILDING PERMIT NUMBER: �f� DATE ISSUED: a WOMEN SIGNATURE: aaaal Building Commissioner/I for of Buildings Date - a SECTION i-SITE INFORMATION O 1.1 Property Address: 1.2.,Assessors Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Re red Provided 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ _J SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT Histuric District: Yes o:2� M 2.1 Owner of Record Name(Print) Address for Service: re Telephone 1.2 Owner of Record: Name Print Address for Service: z M Signature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ A'oAIACl 200 o�� Licensed Construction Supervisor: License Number 11 Address f icExpiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name //y!�� Registration Number P" Address Expiration Date I Si n ture Telephone G) SECTION 4-WORKERS COMPENSATION(M.G.I. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buildina 22nnit. Signed affidavit Attached Yes.......❑ No...... SECTION 5 Description of Proposed Work check all applicable New Construction' 0 Existing Building ❑ Repair(s) ❑ fAiterations(s) CiY Addition 0 Accessory Bldg. 0 Demolition 0 Other 0 Specify n Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS ItemEstimated Cost(Dollar)to be QFFICIAL USE ONLY y , Completed by permit applicant c- 1. Building (a) Building Permit Fee 3 �� Multiplier 2 Electrical (b)(b) Estimated Total Cost of 7 Construction 3 Plumbing Building Permit fee ta)x(b) 4 Mechanical HVAC d-r! 5 Fire Protection 6 Total 1+2+3+4+5 Oa Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WIZEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT VZI, e as Owner/Authorized Agent of subject property Hereby authorize to act on _... ' My Val� 'n tyatfers relat ve to work authorized by this building permit applicatio JJ ' S igKft&e of r Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, As Owner/Authorized Agent of subject property Hereby declare that the statements and information on the.foregoing application are true and accurate,to the best of my knowledge and belief Print Name Signature of Owner/A ent Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIIVIBERS 1 2 3 SPAN DUvIENSIONS OF SILLS DIN ENSIONS OF POSTS DIMENSIONS OF GIRDERS DIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHEVWEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE T� "~ BOARD OF BUILDING REGULMTItONS. a License: CQNSTRUCTIO.N SUPERVISOR 4 ! Nikrnbef CS 056955 ? * t3irt� j2/074il959 t P�re�'�121Q7(?�f�06 Jr.no: 6734.0 i MICHAEL V-POIFti €, b 23 ATLANTIC AVE s BEVERLY, MA 0 19T5 % . Commissioner s 7-7 y K ": Board u �utt Pg Regulatiutpaµn Sta #s� HOMEE'�ROt!EMENyxCON14 TRACroTO � ' h f{egiraliPri ,93138 �` Facpipatlan48ri4� shy b u ichaelaRo IF Al. � SQRPF B OUILDIN REGULATIONS S License: .CONSTRICTION ,,, , ISQR t x k NumbeiRC 056,955. �. � '77 2107J��959 ' p 12107/ Q06 Tr.no: 0734.0 { � } MICWAEL V POIR)ERwy 23 AT.LANTIC Gommissio & BEVERLY, MA 01915" 'y _ - � tet. FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT J yr SI-y-4 1p'o PHONE 5_57— LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT (S) STREET �� 1946Y �� ST. NUMBER � USE i RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS i PUBLIC WORKS -SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm Department of Industrial Accidents Office ofInvesddgations 600 Washington Street BostoP4 M4 02111 www mass.gov/die Workers' Compensation Insurance Affidavit: Builders/Contractors/Electridans/Plumbers Aunlicant Information Please Print Legibly Name (Business/orpnizatiowIndividual): Address: 6 /Ji4/0� City/State/Zip. ,� ��"1 1`'1.� Phone#:-9-7 Ro' 33 5- Are you an employer?Check the appropriate box: 1.01 am a employer with -7 4. ❑ I am a general contractor and I Type of project(required): employee's(full and/or part-time).* have hired the sub-contractors 6 0 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet.1 7. [remodeling ship and have no employees 'These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp- insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its • 10. Electrical required.] officers have exercised their repairs or additions 3.❑ 1 am a homeowner doing an work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12Q Roof repairs insurance required.]t employees. [No workers' coin. insurance Muired.] 13.❑ Other •Any applicant tient checks box#1 must also fill out die section below sbowrins their worker'compensation Pommy infonrratioa t Homeowners who submit this affidavit indicating they are doing all work and then bin outside contractors must submit a new affidavit indicating suck tConowtors that check this box mast attached an additional died abowdng die name of die sub-eormactors and their worker'cm. policyinforrnetiom I am an employer that Is providing workers'compensation insurance for my employees. Blow ler the polky and,job alta information. Insurance Company Name: Policy#or Self-ins.Lic.M /79 7 y Expiration Date: ��V a� Job Site Address: City/StatdZip: 41, AW,1/0_ Attach a copy of the workers' compensation policy declaration page(showing the poBcy number and expiration date). Failure to secure coverage as requiTef 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 bVTisonment,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 cerdfy under tJbe paAM and pinkies of perjury that the informedon provided above is true and correct Si 0 2 a S Phone#: O lchd use only. Do not write in this area,to be compkted a or town o b1' �' Jj'IclaL City or Town: Permit/License Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cky/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone 0: lniormation anu unto ui t,ivala Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employe es- Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of all individual,partnership,association or other legal entity,employing employees• However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings In the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employers other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the aMdavtL The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a worker' compensation policy,please call the Dept at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to till in the permittlicense number which will be used as a`reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid a=is on fie for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a caR. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 0MCe of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#6177727-7749 Revised 5-26-05 wwwrmm.gov/dia 1 1 VAf Fi�✓r S F Gi .-- - WALZO iN n�tA _ 9 I Vs IZO yl - ly i � 1 � 1+ N0RTIy s over Town Of _ O .art•w^�' '�4•� ,f: �` � ` No. _ dower, Mass., � ) COCHICMEWICK V ORATED v 4 BOARD OF HEALTH Food/Kitchen Septic System PERM �► BUILDING INSPECTOR THIS CERTIFIES THAT........ ...... ... ........ .. .. ..... ........................................... ........... Foundation has permission to erect........................................ buildings on.....,��i...... Rough to be occupied a Chimney .... .... .... . .......... . .................................................................. provided that the person accepting this permit sha in eve respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-La s relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. - PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PENT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIONJAJTY� Rough ........................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Atlantic Design Resources, Ltd. 152 Portsmouth Avenue, Stratham,New Hampshire 03885 Phone/Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For LOCATION 16 Peachtree Lane Peachtree Farms North Andover, Massachusetts C0T"TRAl S Z S \rat-,R- Sq' �1� oQk" P; R�PO���o�ntpC•COm THE ENCLOSED INFORMATION WAS USED\1N,, T(-TIHE REFERENCED PROJECT, WHICH IS A PART OF THIS SUBMITT+. f� g-A-TION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE, �MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS �.�itE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT THE INS-_.,L'LER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. Atlantic Design Resources, Ltd. 152 Portsmouth Avenue, Stratham,New Hampshire 03885 Phone /Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For LOCATION 16 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204040 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH IS A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS,WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. HYDRAULIC C A L C U LAT IONS C O V E R S H E E T Lot #16Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 65 RESIDUAL PRESSURE (psi) 55 RESIDUAL FLOW (gpm) 1080 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 11.19 THIS SYSTEM OPERATES AT A FLOW OF 28.05 gpm AT A PRESSURE OF 50.07 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC i I Lot #16Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: JAQ] 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 26.00 14.00 11.69 0.58 11.11 22 4.20 26.00 14.05 11.19 0.00 11.19 THE SPRINKLER SYSTEM FLOW IS 28.05 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 65.00 psi RESIDUAL PRESSURE 55.00 psi AT 1080.00 gpm TOTAL SYSTEM FLOW 48.05 gpm AVAILABLE PRESSURE 64.97 psi AT 48.05 gpm OPERATING PRESSURE 57.71 psi AT 4,8.05 gpm PRESSURE REMAINING 7.26 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [.N BACKFLOW PREVENTER [ ] METER DETECTOR CHECK VALVE [ ] OTHER DEVICE 16 Lot #16Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3=1T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 28.05 75.00 23 3.32 120 18 1.265 0.098 0.000 57.71 ' 50.07 7.64 2 3 28.05 8.00 22354 4.98 120 18 1.265 0.098 1.733 50.07 47.07 1.27 3 4 28.05 10.00 23 3.32 120 18 1.265 0.098 0.000 47.07 36.77 10.30 4 5 28.05 3.00 23 9.27 120 9 1.400 0.060 1.300 36.77 34.73 0.75 5 6 28.05 20.00 32 9.27 120 9 1.400 0.060 8.233 34.73 24.75 1.74 6 7 28.05 14.00 33 6.62 120 9 1.109 0.185 . 0.000 24.75 20.93 3.82 7 21 28.05 28.00 22223 21.87 120 9 1.109 0.185 0.000 20.93 11.69 9.24 i 21 22 14.05 10.00 0.00 120 9 1.109 0.051 0.000 11.69 11.19 0.51 A MAX. VELOCITY OF 9.31 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 21 . Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. i WATER SUPPLY/DEMAND GRAPH + Lot#16Peachtree Lane-N.Andover, Ma NFPA-13 D 2 head sprinkler test 156.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supply: 55.00 psi @ 1080.00 gpm FLOW (D Demand: 57.71 psi @ 48.05 gpm Sprinkler-CALC 7.2 Win il II Nk t CO Fire & Building y Products CENTRAL 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 LFIi Residential Flush Pendent Sprinklers 4.2 K-factor standards of any other authorities hav- General Ing jurisdiction. Failure to do so may Description impair the integrlty of these devices.. P The owner Is responsible for maintain- The Series LFII (TY2284) Residential Ing their fire protection system and de- Flush Pendent Sprinklers are decors- vices in proper operating condition. five, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in residen-. manufacturer should be contacted relative to any questions. tial occupancies such as homes, apartments, dormitories and hotels. When aesthetics is the major consid- SprinklerlMode eration, the Series LFII (TY2284) should be the first choice. identification The Series LFII are to be used in wet Number pipe residential sprinkler systems for one- and two-family dwellings and manufactured homes per NFPA 13D; SIN TY2284 wet pipe residential sprinkler systems for residential occupancies up to and Technical including four stories in height per . Operation NFPA 13R;or, wet pipe sprinkler sys- Data temsfor the residential portions of any The sprinkler assembly contains a occupancy per NFPA 13. Approvals: small fusible solder element.When ex- The Series LFII (TY2284) has a 4.2. UL and C-UL Listed. posed to sufficient heat from a fire,the (60,5) K-factor that provides the re- Maximum Working Pressure• solder melts and enables the Internal qui red residential flow rates-atreduced 175psi(12,1 bar) components of the sprinkler to fall pressures,enabling smaller pipe sizes away. At this point the sprinkler acti and water supply requirements. Discharge Coefficient: vates with the deflector dropping into The flush design of the Series LFII K=4.2 GPM/psh/2(60,5 LPM/barl/2) its operated position (Reference Fig-_ r arable es- Temperature Rating: ure 1 C),permitting water to flow. (TY2284) features a separable cutcheon providing 3/8 Inch (9,5 mm) 162°F/720C vertical adjustment. This adjustment Vertical Adjustment: reduces the accuracy to which the pipe 3/8 Inch(9,5 mm) drops to the sprinklers must be cut to help assure a perfect fit installation. Finishes: The Series LFII (TY2284) has been Sprinkler and Escutcheon: White,Chrome,or Black designed with heat sensitivity and water distribution characteristics Physical Characteristics: . proven to help in the control of residen- Body . . . . . . . . . . . . Bronze tial fires and to Improve the chance for Deflector. . . . . . . . . . . Copper occupants to escape or be evacuated. Valve Cap . .'. Brass Orifice Seal . . . . . . . . . Copper WARNINGS Heat Collectors . . . . . . . Copper. The Series LFIi(TY2284)Residential Flush Pendent Sprinklers described herein must be Installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire.Protec- tion Association, In addition to the Page i of 8 JANUARY, 2003 I'FP420 • Page 2 of 8 TFP420 Minimum Flow NI and Minimum Flow NI and Minimum Flow N)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Calling (Max.8 Inch Rise for 12 Inch Run) Area fai Ft. (Max.2 Inch Mise (Max.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's;.ompartment. (m x m) 162°F/72'C 162"FR2°C 162"F172°C 12x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16X 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 1s 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(9,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) WA (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a)For coverage area dimensions less than or between those indicated,it is necessary to use the minimum.required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA•13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER ■ mantling sprinklers.The minimum re- ■ ■ Design quired discharge from each of the four Beam Cel " 9 ■ sprinklers is to be the greater of the ■ Criteria following: Design Criteria The Series LFII (TY2284) Residential •.The flow rates given in Table A for The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL NFPA 13D and 13R as a function of Flush Pendent Sprinklers are UL and Listed and C-UL Listed for installation temperature rating and the maxi- C-UL Listed forinstallation in residen- In accordance with the following crate- mum allowable coverage area. tial occupancies with horizontal cell- ria. • A minimum discharge of 0.1 gpm/sq. Ings (i.e., slopes up to a 2 inch rise ft over the"design area"comprised __ over a 12 inch run)with-beams when NOTE of .the four most hydraulically do- installed in accordance with the follow- When conditions exist that are outside mending sprinklers for the actual ing criteria: the scope of the provided criteria,refer coverage areas being protected by General Information.The basic con- to the Residential Sprinkler Design the four sprinklers.' cept of this protection scheme is to Guide TFP490 for the manufacturer's recommendations that maybe accept- Obstruction To Water Distribution. locate the sprinklers on the underside able the local Authority Having Jurus- Locations of sprinklers are to be in of the beams,Ref.Figure 4, (not in the diction. accordance with the obstruction rules beam pockets); to identify the main of NFPA 13 for residential sprinklers. beams that principally run in one direc- System Type.Only wet pipe systems Operational Sensitivity. The s rin- tion as"primary beams";and,to Iden- may be utilized. P tY• P tify the beams that run principally per- pendicular to the main beams,as may Hydraulic Design. The minimum re-' position per Figure 1 with the provided be present(or in some cases may be uired sprinkler flow rate for stems q P Y escutcheon. necessary for proper sprinkler protec- designed to NFPA 13D or NFPA 13R " " Sprinkler Spacing. tion),as seconds beams*. S c n . The minimum ) 'secondary are given in Table A as a function of P P 9 temperature rating and the maximum spacing between sprinklers is 8 feet Primary and Secondary Beam allowable coverage areas.The sprin- (2,4 m). The maximum spacing be- Types. Solid surface, solid or hollow. kler flow rate is the minimum required tween sprinklers cannot exceed the core,combustible or non-combustible. discharge from each of the total length of the coverage area(Ref.Table number of"design sprinklers"as specs- A)being hydraulically calculated(e.g., Primary and Secondary Beam Posi- fled in NFPA 13D .or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. tioning. Directly attached to the.un- coverage area,or 20 feet for a 20 ft x derside of a combustible or non-com- For systems designed to NFPA 13,the 20 ft.coverage area). bustible smooth ceiling at any, number of design sprinklers is to be elevation. the the four most hydraulically,de- Primary Beam Cross-Section:Maxi- TFP4W , 1 . Page 3 of 8 WRENCH RECESS 114948 WRENCH&SOCKET COMBINATION 3/32"(2,4 mm)TYP. FACE OF DO NOT SPRINKLER OVER-TIGHTEN r_ FITTING WI I ACCEPTS WRENCH l_ 1 3!8'SOCKET 29/3213/16' #4947 DRIVE \ (23,0f4,8 mm) SOCKET \ _mac FIGURE 2 CEILING LEVEL MOUNTING SPRINKLER SOCKET TOLERANCE SURFACE WRENCH&SOCKET COMBINATION LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2'(50 mm)DIA. I I . 29/3213/16' l 1 2-1/4' (23,014,8 mm) — — (57,2.mm) O HEAT COLLECTOR FIGURE 3 2-15/16'(75 mm)DIA. PROTECTIVE CAP REMOVAL TOOL B 12'NPT f— —� 7/16'(11,1 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 4 of 8 TFP420 mum depth of 14 inches and the'maxi- Sprinkler Types. Series LFII mum width is unlimited.The cross-sec- (TY2284), 162F, Flush Pendent Resi- AQH tional shape of the primary beam may dental Sprinklers. be rectangular to circular. . � g Sprinkler Coverage Area and Hy- Secondary Beam Cross-Section. draulic Design. The sprinkler cover- Maximum depth to be no greater than age areas and hydraulic design criteria mthe primary beam and the maximum as presented in the Table A for"Horiwidth is unlimited.The cross-sectional zontal Ceilings"are to be applied. Nshape of the secondary beam may beSprinkler Position. The bottom of rectangular to circular. heat collector to bottom of primary Primary Beam Spacing.The primary beams for the Series LFII (TY2284) beams(Fig.5A)are to be 3 ft.-4 in.to Flush Pendent Sprinklers is to be 6 ft.from the compartment wail to cen- 23/32 to 1-3/32 inches (Fig.4A).The ter of the nearest beam and from cen- vertical centerline of the Series LFII TY2284PosmoN ter to center between beams. (TY2284)Flush Pendent Sprinklers is Secondary Beam Spacing.The sec- to be no greater than half the primary B ondary beams principally run perpen- beam cross-sectional width plus 2 dicular to the primary beams. inches from the centerline of the pri- mary beam(Fig 413). E g Secondary beams of a depth equal to E E the primary beam must be placed so NOTES that the beam pockets created by the Core drilling of beams to allow the primary beams do not exceed 20 feet installation of sprinkler drops requires in length(Fig.5B). consulting with a structural engineer. N NOTE Where core drilling is not permitted, When the beam pockets created by the previously stated sprinkler position the primary beams exceed 20 feet in criteria for the Series LFII (7Y2234) length, the installation will require the Pendent Sprinklers allows for the use of secondary beams as described sprinkler drop to be placed adjacent to MAXIMUM TYzzea the primary beam. ONE-HALF BEAM above. Otherwise, secondary beams WIDTH Pius need not be present. Beam and Soft it Arrangements. A r(5o,s mm) . Secondary beams of a cross-sectional soffit is permitted to be placed around depth greater than. one-quarter the the perimeter of a compartment with de th of the rima beams are to be the beam arrangement within the sof - depth primary filed area(Fig.6). a minimum of 3 ft. - 4 in. from the FIGURE 4 compartment wall to center of the The cross-section of the soffit may be SPRINKLER POSITIONING nearest beam and from center to cen- any size as long as it does not create ter between beams(Fig.5C). an obstruction to water distribution per UNDER PRIMARY BEAMS Secondary beams of across-sectional the obstruction rules of NFPA 13 for (Refer to the`Beam Calling ry residential sprinklers. ,► depth no greater than one-quarter the Design Crfferia section) depth of the primary beams may be When soffits are present, the pre- placed at any compartment wall to viously provided 3 ft: 4 in. to 6 ft. center of the_nearest beam distance "compartment wall to adjacent beam" and from any center to center distance distance for the primary and secon- between beams(Fig. 5C). dary beams is to be measured from the Lintels.Lintels over doorways exiting face of the soffit as opposed to the the compartment must be present.The compartment wall. minimum height for the lintels is 8 NOTE inches or no less than the depth of the Although the distance to the beams is Primary Beams,whichever is greater. measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP420 Page 5 of 8 ALL FIGURES: A-- -+—A— I A-1 DISTANCES ARE IF MEASURED TO 14"(356 mm) COMPARTMENT MAXIMUM WALL FACES AND ro;'� ��.:>ry �.+:• v>. a,>•.;;z#s.>� TO CENTERLINES OF BEAMS A=3'4"to V4r(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING AVING A 14"(355 mm)MAXIMUM DEPTH PRIMARY BEAM 20-0'(6,1 m) MAXIMUM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0"(641 m) � !c IIE A=3'-4"to 6,4r(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- SECONDARY B ING A 14"(356 mm)MAXIMUM BEAM ¢ DEPTH '.. B=20'-0'(6,1 m)MAXIMUM ;y FOR SECONDARY BEAMS THATARE TO BE EQUAL IN PRIMARY >:. DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE W PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED w-cr(6,1 m) COMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0"(6,1 m) s.'• :c> _r>.y.: I�`\C A=T-C to 6.0'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING AVING A 14"(356 mm)MAXIMUM SECONDARY 'r C DEPTH BEAM C-.T4'(1,0 m)MINIMUM FOR ?' F • SECONDARY BEAMS HAVING t% DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY* —or— BEAM C=ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25%OF *REFERTO PRIMARY BEAMS RE FIGURE 69 COMPARTMENT' -, FOR SPANS WALLS EXCEEDING m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 5 BEAM ARRANGEMENTS . (Refer to the"Beam Ceiling Design Criteria"section) TFP420 Page 7 of 8 spection,testing, and maintenance of their fire protection system and de- Limited Ordering vices In, compliance with this docu- ment, as well as with the applicable Warranty Procedure standards of the National Fire Protec- tion Association (e.g., NFPA 25), in Products manufactured by Tyco Fire When placing an order,indicate the full addition to the standards of any other Products are warranted solely to the product name.Contact your local dis- authorities having jurisdiction.The In- original Buyer for ten (10) years tributor for availability.. stalling contractor or sprinkler manu- against defects in material and work- Sprinkler Assembly facturer should be contacted relative to manship when paid for and properly any questions. installed and maintained under normal Series LFII(1Y2284),K=4.2,Residen- use and service.This warranty will ex- tial Flush Pendent Sprinkler without NOTE pire,ten (10) years from date of ship- Escutcheon and having a (specify) The owner must assure that the sprin- ment by Tyco Fire Products. No war- finish,P/N (specify). . klers are not used for hanging of any ranty is given for products or objects and that the sprinklers are only components manufactured by compa- Chrome.................. 51-123-0-162 cleaned by means of gently dusting nies not affiliated by ownership with white.................... 51-123-4-162 with a feather duster,otherwise, non- Tyco Fire Products or for products and Black.................... 51-123-6-162 operation in the event ofa fire orInad. components which have been subject .Escutcheon: vertent operation may result to misuse,improper installation,corro- sion,or which have not been Installed, It is recommended that automatic maintained,modified or repaired in ac- K=4.2, Residential Flush Pendent sprinkler systems be Inspected, cordance with applicable Standards of Sprinkler with (specify) finish, P/N tested, and maintained by a qualified the National Fire Protection Assocla- (specify). Inspection Service. and/or the standards of any other tion, Chrome.............. . 56-123-9-001 Authorities Having Jurisdiction.Mate- •• rials found b co Fire Products to be wane................. .. ss-123-4-001 Y Tyco Bleck ................... 56-123-6-001 defective shall be either repaired or replaced, at Tyco Fire Products'sole Accessories: option.Tyco Fire Products neither as- Socket for Series LFII (TY2284)Resi- sumes, nor authorizes any person to Flush Pendent Sprinkler, P/N assume for it, any other obligation in dentias dental-4-947. connection with the sale of products or parts of products.Tyco Fire Products Wrench & Socket for Series LFII shall not be responsible for sprinkler (TY2284) Residential Flush Pendent system design errors or Inaccurate or Sprinkler, PM 56-000-4-948. incomplete Information supplied by Protective Cap Removal Tool'for Se- Buyer or Buyer's representatives. ries LFII (TY2284) Residential Flush IN NO EVENT SHALL TYCO FIRE Pendent Sprinkler,P/N 56-000-4-300. PRODUCTS BE LIABLE, IN CON- TRACT,TORT,STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED.INCLUDING WARRANTIES OF MERCHANTABILITY AND F1 NESS FOR A PARTICULAR PUR- POSE, I i . Page 6 of 8 TFP420 SECONDARY BEAM PRIMARY-: #USE DISTANCES SHOWN BEAM IN FIGURES 5A,5B&5C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT FACE OF WALLSURFACES SOFFIT COMPARTMENT WALLS FIGURE6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) fitting to the mounting surface will be Installation nominally 29/32 inches (23,0 mm) as Care and The Series LFII (TY2284) must be Ina =Figure Flgure 1A. stalled In accordance with the follow- Step 3. With pipe thread sealant ap- Malntenange Ing Instructions: plied to the pipe threads,hand tighten The Series LFII (TY2284) must be NOTES the Sprinkler into the sprinkler fitting, maintained and serviced in accord- The Protective Cap is to remain on the Step 4.Wrench tighten the Sprinkler ance with the following instructions: sprinkler during installation until the using only the Sprinkler Socket or ceiling installation is complete. The Wrench & Socket Combination (Ref. NOTES Protective Cap must be removed to Figure 2). The wrench recess of the Absence of an Escutcheon Plate may place the sprinkler in service. Socket is to be applied to the sprinkler delay the time to sprinkler operation in A leak tight 1/2 inch NPTsprinkfer joint wrenching area(Ref.Figure 1 A). a fire situation. should be obtained with a torque of 7 .. Step 5.Use the"ceiling level tolerance Before closing a fire protection system to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- limit"indicator on the Protective Cap to main control valve for maintenance mum of 21 Ribs. (28,5 Nm)of torque check for proper installation height work on the fire protection system is to be used to install sprinklers. Relocate the sprinkler fitting as neces- which It controls, permission to shut Higher levels of torque may distort the sary.If desired the Protective Cap may down the affected fire protection sys- sprinkler inlet with consequent leak- also be used to locate the center of the tem must be obtained from the proper age or impairment of the sprinkler. clearance hole by gently pushing the authorities and all personnel who may Do not attempt to compensate for in- ceiling material against the center be affected by this action must be no- sufficient adjustment in an Escutcheon point of the Cap. filled. Plate by under-or over-tightening the Step 6.After the ceiling has been com- Sprinklers which are found to be leak- Sprinkler. Readjust the position of the pleted with the 2 inch(50 mm)diame- Ing or exhibiting visible signs of corro- sprinkler fitting to suit. ter clearance hole, use the Protective sion must be replaced. Each sprinkler must be inspected be Cap Removal Tool (Ref. Figure 3) to Automatic sprinklers must never be fore installation. Do not use any sprin- remove the Protective Cap and then painted, plated, coated, or otherwise kler that exhibits any deformations or push on the Escutcheon until its flange altered after leaving the factory.Mod!- cracks,including cracks on the protec- Just comes in contact with the ceiling., fled or over heated sprinklers must be tive cap. Do not continue to push the Escutch- replaced. eon such that it lifts a ceiling panel out p Step 1.The Sprinkler must be installed of its normal position. If the Escutch- Care must be exercised to avoid dam- only In the pendent position and with eon cannot be engaged with the Sprin- age -before,during,and after instal- the Sprinkler waterway centerline per- kler,or the the Escutcheon cannot be latlon. Sprinklers damaged by drop- pendicular to the mounting surface. engaged sufficiently to contact the ping, striking, wrench twist/slippage, Step 2. Install the sprinkler fitting so ceiling,relocate the sprinkler fitting as or the like,must be replaced. that the distance from the face.of the necessary. The owner Is responsible for the in- Series 909 "Engineered for high Sizes %11 - 211 capacify relief" Reduced PressureZORM To prevent back-siphonage and.backpressure of con- Patent 14,241,752 taminated water into the safe drinking water supply, when installed at each high hazard cross-connection. 909OT-S 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 rov e the relief valves dis- charge C yr" charge performance.The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port, resilient Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No.909QT.Sizes 3/4" drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check'A"and 1"only Suffix Capacity QT-with quarter-turn,full port,resilient seated ball valve shut-offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze Strainer Research at the University of Southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions *Typical maximum mechanical/irripatiansysrem flow rate(7.5 feeter second) ) PC-with internal Polymer Coating %11909 - LF-without shut-off valves 16 Prefix U- with integral body unions(3/4"and 1"only) 012 FAE-with flanged adapter ends(11/4",11h",2' only) a e Features 4 • Ouarter-turn ball valve shut offs • Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM Designed pressure drop • Modular design5 75 fo 15 20 FPS • Simple and economical service • No special tools required for 11,909 - • High capacity tyrelief protection servicing 20 against combined back-siphonage/ X15 backpressure backflow a10 Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and o 5 10 15 20 25 30 35 40 45 50 55 60 GPM water.temperatures up to 140°F continuous and 180°F in- 5 75 10 15 20 FPS termittent.,Suffix HW stainless steel check modules suit- 1 1/4"909M1 able for • 20 supply pressure.up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connections a 10 3/4"-1" 9090T has NPT female threaded body connections. 5 11/4"-2"909QTM1 has NPT male threaded body connections. Dimensions-Weights (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM Size Dimension(1 rhes) W (lbs.) 5 7.5 10 15 20 FPS inches A B C D E F G H w/o strainer. 20 1 1/2"909M1 • V4 21 V4 17'/4 Nis 4 434 11146:V4 31R 153'e 14 1 22'/4 17% No 4 4% 13 7 31b 1 P/x 15 15 1Y4 253�e 203e 103/e 5 63�i 14 7ve 5'/ 423'i 40 1'/: 2T/ie 21'h 10'/e 5 65/i 15 Tk 5'/� 44 40 a 10 2 3034 2344 10% 5 644 16 73+ 5'/4 47'Ye 40 5 c_ A s 0. 10 20 .30 40 50 60 70 80 90 100 GPM o ( 2"909M1 5 • 7.5 10 15 FPS 20 015 10 9091IT-S ° ° 5 6 For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS VSR-SF . POTTER VANE TYPE WATERFLOW ® FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road-St. Louis,MO 63146-4161 55 Glen Cameron Road (314)878-4321 -(800)325-3936 Thornhill, Ontario, Canada L3T 1 P2_. www.pottersignal.com (905)882-1833 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) V. 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC ti,.. Conduit Entrances: Two knockouts provided for 1/2" conduit. ' Usage: Listed plastic,copper and schedule 40 iron pipe. Fits pipe sizes- 11, 1 1/4", 1 1/2"and 2" F Note: 10 paddles are furnished with each unit, one for . each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2"polybutylene. (CTS-Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. •NEMA 4/IP55 rated enclosure-use with appropriate conduit fitting. •Temperature range:40" F to 120° F(4.5"C to 49" C) Caution: This device is not intended for applications in explosive environments. Fwit � '; Service Use: Automatic Sprinkler. NFPA-13 P:,:• One or two family dwelling NFPA-13D Stock No.1113000 Residential occupancy up to four stories NFPA-13R U.S. PAT. NO.3921989, CANADIAN PAT.NO. 1009680 National Fre Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a.vane type waterflow switch for use on waterflow. wet sprinkler systems that use 1", 1 1/4", 1 1/2"or 2"pipe size. The unit may also be used as a sectional waterflow The vane must not rub the inside of the TEE or bind in any detector on large systems. way. The stem should move freely when operated by hand. The unit contains two single pole double throw snap action The device can also be used in copper or plastic pipe installa- switches and an adjustable, instantly recycling pneumatic tions with the proper adaptersso that the specified TEE fitting retard.The switches are actuated when a flow of 10 gallons may be installed on the pipe run. per minute or more occurs downstream of the device.The flow INSPECTION AND TESTING: Check the operation of the unit condition must exist for a period of time necessary to over- by opening the inspector's test valve at the end of the come the selected retard period. sprinkler line or the drain and test connection, if an inspector's.• INSTALLATION: These devices may be mounted in horizon- test valve is not provided. tal or vertical pipe. On horizontal pipe they should be installed If there are no provisions for testing the operation of the flow . on the top side of the pipe where they will be accessible. The detection device on the system, application of the VSR-SF is units should not be installed within 6"of a valve, drain or fitting not recommended or advisable which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See The frequency of the inspection and testing and its associated Fig. 2 for proper TEE size,type and installation. protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority Screw the device into the TEE fitting as shown in Fig. 2. Care having jurisdiction (manufacturer recommends quarterly or must be taken to properly orient the device for the direction of more frequently). PRINTED IN USA MKT.#8800003-REV M PAGE 1 OF 2 MFG.#5400802-2197 5 S F VANE TYPE WATERFLOW ® SWITCH WITH RETARD FIG. 1 FIG. 2 DO NOT LEAVE COVER OFF FOR SWITCH TERMINAL CONNECTIONS EXTENDED PERIOD OF TIME CLAMPING PLATE TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) TIGHTEN NUTS DESIRED OF TALTERNATELY RETARD NECESSARYTO PREVE T -® AMOUNTEVENTUAL 50FT.-LBS FALSE ALARMS, A 'B" SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTDRY IS SET TO "B". 0 G) O" DWG.1923-3o CAUTION: An uninsulated section of TO INSTALL,DRILL A HOLE AS INDICATED: f7 (�v�\ MOUNT ON PIPE SO ARROW ON SADDLE a single conductor,should PIPE SIZE HOLE SIZE POINTS IN DIRECTION not be looped around the OF WATERFLOW terminal and serve as two - 2•to 2112• separate connections. (SOmm to 85mm) (33mm s2mm) ROLL PADDLE IN OPPOSITE DIRECTION The wire must be severed, 3•t0 2**11W OF WATERFLOW thereby providing supervi- (eomm to zoomm) (5omm t2mm) Sion of the connection in the event that the wire DIRECTION OF becomes dislodged from WATERFLOWI under the terminal.. APPROX. RETARD SETTINGS (IN SECS.) 0 A S C. D E DWG. 1761-3D 0 10-25 20-40 35-55 50-70 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS II� , LOCAL BELL TRANSFORMER STYLE B (CLASS B) END-OF-UNE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPEN ON ALARM 7 CLOSE ON OPEN ON CLOSE ON ALARM ALARM ALARM EOL RESISTOR. SIGNALING DEVICE NOTE: FOR SUPERVISED CIRCUITS SEE 'SWITCH TERMINAL CONNECTIONS' DRAWING AND CAUTION NOTE (FIG. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION FROM OPEN ON CLOSE ON TO ADD-L ALARM Af2M ALARM DEVICES OPEN ON CLOSE ON OR RETURN ALARM ALARM 'PSD-OL TO CONTROL DWG. #761-15 NOTES: 1. The Model VSR-F has two switches,one can be used to operate a central station,proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture.' TESTING The frequency of_inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided,the. inspector's test valve,that is usually located at the end of the most remote branch line,should always be used for test purposes. If there are no 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.88800001-REV L PAGE 2 OF 2 MFG.85400761-11/95 -SERIES MT AND MT STROBE ® MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal& Mfg., LTD. 2081 Craig Road• P.O. Box 28480. 55 Glen Cameron Road St. Louis, MO 63146-4161 Thornhill, Ontario,Canada UT 1 P2 (314) 878-4321 •(800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time'Horn, Code-3 Tone; Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features --One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field , selectable sound output levels. ' Code-3 Horn and Tone meet NFPA/ANSI/ISO temporal pattern for standard emergency evacu- ation signaling. •Audible and strobe can operate from a single ` signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce,power consumption and wiring costs. Model MT=24-LSM • Low cost installation via standard electrical boxes. (strobe/horn shown) Attractive flush or surface mounting options available. 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' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.388 99 -93 Code-3 Tone 0.028 0.017 95 90 0.3393 - 0.382 95 90 Slow Whoop 0.048 0.026 99 94- 0.413 0.391. 99 94 Siren 0.036 0.023 98 93 0.401 0.386 98 93 Hi/Lo 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA MKT.0886DO02.REV A PAGE 1 OF 2' 11/85 0 Ar INS to- 4 R. q o s..�;. 41%1 cl RHO 10, fr- LMIIL- 91 .6 7; y TOP 4. to .0v �11,oft.[� k.4 y, be* cot, .....QV 0— --�ZVA 'A AA V-4 V� 416 ..,%!, oft 11 i OP 41. ftv b *,-'-*.24*,-Z �ys., 47 I, b 'Ile% Ise 64 0 1.0 ..,:ji, q la PM INSTALLATION INSTRUCTIONS Fumes: If the filling cup is above the highest sprinkler, use the following installation procedure: FireFighter and Fir6 ighter PG have no hazardous fumes. 1. Close the water supply valves and drain the ' system. System Requirements and Limitations: 2. Add FireFighter or FireFighter PG to the system All fire protection sprinkler systems winterized with through a filling cup. FireFighter or FireFighter PG should conform to local, �'"'° state and NFPA requirements.The use of antifreeze 3. Use the end sprinklers to vent air from the piping: within these systems should also conform to NFPA b ` requirements. 4. Back out all of the sprinklers slightly,until A antifreeze appears.This assures that the piping is ` Use of antifreeze solutions should also be in completely filled and all air has been purged from o conformance with any state or local health codes. the system. Please contact your local health authorities if you 2�,, have any questions concerning the codes in your area. If the filling cup is NOT above the highest e 0 sprinkler,use one of the following installation , f-. Maintenance: ' procedures: ate• 5 , —Because the chemicals which compose FireFighter 1. Administer FireFighter or FireFighter PG at the ,; ' and FireFighter PG can break down over time, systems ``�'` highest sprinkler branch line using a filling cup.The , ' should be tested to determine the level of freeze drop pipe should be filled through the filling cup as protection at the beginning of each freezing season. ,�. shown in the diagram below. o'. To test the freeze protection level of FireFighter,use a �'' 2. Tighten the sprinkler heads and open the value :Y small hydrometer to determine the specific gravity' of °. �,,6 marked #1 until the drop pipe and the section of pipe the solution.To maintain a-15°Fflow rotection,the r'''���'``�' ;.� . .. ...., p .. ,.. above value #1 are empty. , '��'''`• specific gravity of FireFighter.should be 1.141 at 77°F. •�. y::•-:;��� ..`.�r�.,�«) 3. Close value 1.Close the filling connection valve. 3t a •� d _ test the freeze protection level of FireFighter PG the I value wide. use a small hydrometer to determine the specific y p supply c L ggravity of the solution.To maintain a —15°F flow o. ?r` Or: 4% protection,the specific gravity of FireFighter PG should << be 1.030 at 77°F. , Use a small pump to add FireFighter or FireFighter PG a�� to the system at the valve marked #2 in the diagram ; _ ?y' rss When the test indicates that the solution has PL:: F�r below. weakened, empty the system and replace with fresh �,; J,.r, .7 FireFighter or FireFighter PG, according to the •.. •�69. HEATED AREA UNHEATED AREA installation instructions. a� :; ? Filling Cup Sprinkler Head Water Supply Adel 5.;,'' � Non-Freezing •n?;:°; '�— Solution _.•.. : 12 ins. � moi: ,,,��•;o F��'�?•, Approved � �?�1j � '-� • Indicating Valve Wall �q I ] ° t,N; y4 r; :,o ii�ii Drop 5 ft.min. ■ J � , •. 1� y�: . W • ty•.. tP #2 ' '► •� Check Valve {fid � n (1/32"hole in Clapper) LDrain Valve s:p LS Please turn to back panel for additional information. {' PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic Chemical and Physical Properties: antifreezes designed specifically for fire protection systems.These products are used in place of water FireFighter: and other water-like fluids in sprinkler systems _Density at 71°F is 1.137 grams/ml where freezing may either cause damage or interfere _Viscosity at 77°F is 7.05 centipoise with the functioning of systems or equipment,and/or _pH of FireFighter is 7 toxicity to humans or animals is a concern. —.Boiling Point at Atmospheric Pressure(160 mm) is 212°F _FireFighter is compatible with all approved types of pipe, including BlazeMaster" CPVC sprinkler pipe FireFighter PG: and fittings. _ Density at 77°F is 1.026 grams/mi. _ Viscosity at 77°F is 6.15 centipoise 1 FireFighter Pb is compatible with all approved types + _ pH of FireFighter PG is 8.0.9.6 of sprinkler pipe systems,with the exception of CPUC. :' _ Boiling Point at Atmospheric Pressure(760 mm) 'tf; is 222F ..;.� ;t Sizes: 15 a Freeze Protection Properties: Y� FireFighter and FireFighter Pb are available in: 7 k _One gal Ion plastic bottles(6 per case). '.�ry�?,� FireFighter and FireFighter PG: •—Five gallon pails �F -Minimum Fluid Flow Temperature is-15°F 30 gallon drums 1ti,` Minimum'Burst"[Hard Freeze]Temperature is—50°F ,. '._�' _55 gallon drums `r?? : ,Lr r ,� A _5000 gallon tank trucks ?�' V�'`' Flammability Color: o::t:;, FireFighter and FireFighter PG are not flammable ° o f•�� �` since they have no measurable flesh point(Pensky- FireFighter is orange Martens Closed Cup):however, both products can t� o .e FireFighter PG is red t' a� ,•;,•�';. flash or burn if the water content is evaporated off. ••. Applications: ► ;+ � ?�� . FireFighter: _Flash Point is 350°F" Wet fire protection sprinkler systemop s. Fire Point is 400°F**. ° Ingredients: ,� {.; FireFighter PG: _Flash Point is 214°F* FireFighter: :r _Fire Point is 220°F"* —Active Ingredient: Glycerine q'• .`� P. —Other Ingredients: Water - °v Toxicological Environmental and Health Viscosity Reduction Agent Information: Ove FireFighter and FireFighter PG are virtually harmless FireFighter PG: to animals or plants:however,the disposal of these materials should be in conformance with national, .,.:. _Active Ingredient: Propylene Glycol _Other Ingredients:Water o 9 } ).... state,and local health codes. Viscosity Reduction Agent v Oye •`,x'47 FDA References: I ,o, GRAS:FireFighter and FireFighter PG are considered "Generally Regarded as Safe by the Federal Food and r a ` i 't ,^s° Drug Administration. �+ Y •, ' ,OM1 FireFighter Freeze Protection Fluid"is a trademark of The Noble Company. "BlazeMaster`is a registered trademark of 9.F.Goodrich �:•''•'.:•� �.:. " *Non-toxic is used to describe extremely low chronic and acute toxicity. "�'°' '�r�• � c'�•�; No maximum safe intake for humans hes been established.The product is 3'.' '�? •' considered GRAS(Generally Regarded As Safe)by The Food and Drug s"�4:�f Administration P Y )t O°Cleveland Open Cup b_• I •5 9 � • •,,r s• •t4� ,cy RECOMMENOEO CONCENTRATIONS .•o9z, FireFighter and FireFighter PG are intended to be used undiluted only. C;y,� ' r��' 11�r ��.•�o•Y°r.•0 000 '/ l• •'�."♦�]7 • w Ao*�••y pA-t1'•O♦ /r� A O� O p b°O. !J yi AVAILABILITY ; ;,!.•..p . .p ,•p • :bs� L ' FireFighter and FireFighter PG are available throughout the U.S.through wholesale distributors. :��"f '.'x "=o• ° °� `� ,F �' ':: i . Please contact The Noble Company for your local ,k a;;;;;• ry ;�d ;�;?,.• ;;�; representative and wholesaler. "LL q :':'r'•�,:''``'i' .� r. k tV O•,Yj 7e4.µ .•� r :; Y tL :q L�(W '.�)�• 1�.j Vl��j•u f,.,tl:':�:is•!vim r,•.i:1::!�.•1i, , ••' :7!•.�•�,` • ';• . TECHNICAL SUPPORT �' 'p�•':i } 1141 ' ' • .� O °1•� •'•`A ,t fit,•�r.1 J'7'�r•'• '.' r1". '�� �.'"• ' k1�. Specifications, installation design,installation o° .. •d ''ds:�•� � • . b'' �� ' techniques,and unique applications will be reviewed "' °�'' ''�,,!1• �''�/�� r ' f' ^' �'� upon request.Address inquiries ATTN:F reFig ter 4°'� '� � �• 9. "� ° e�'� :''����;:;=•��.::�•,°' "t a .'•' '�� .;';'�. Technical Support. °� c-;,,s4"dh ;•�' , ' e O��:•O:•,'•••YiJ'nl4hilw•. •i'',!�>,< ••'•'••' _•` • Y�.�'tr Y+'•.' t 1 Field service is available throuh factory representatives ''� •' i :. '.; • �,�;: �;�; �� +i ,; '•. and Noble Company staff. Contact The Noble Company '`' l`�'`. ' �•mss'•:•• `: ' ° '� • !' '' Cid::�:: .:)!L qt• m•!1: o«�r o• ... ,.;.,f��..::'f::iC•'h.::�/y'''' for_local representatives. eo %'''�;%:' '�'�,2�• �;:^°?•4':y0 , ;;• ' ,�' �[',.�:• �, ••t•;��, 7 e • qO 1 o e y / 91 0 • •: ��.:. 1fA The Noble Company ' �: •p *:•• p: :• ' a° "' z° 614 Monroe Street be p as•.•p e,;�••• >�,,it-(•j,,l::a t !+ Grand Haven,Michigan 1 ' ;`;' Qd� o.,;:;�.:;';;; s�a�i 49417 , : ..:^;p4g.t �' .a� F' '• ', Phone:(6161842-7844 l `800-67$ —(o62 S � ::.. ;.• •.,:: ��,.:�','•��. .� FAX:[616]842-1547 f ;,:::i r;.•• : {�a °. 'p�'7'.a'.'°iC 'pf'�`�'�:•ii�:ij' ��':r%��L.rjv,r .•• ;. ' o. iii'• '%'�"•' ''!' ., r. , o° 1 �. ��lr'�f••' ••. •,•,:•)�- '�•f)•'••'•:o.'�1.'�������'' �:.%�v,• ,( i. �.°•off c A T�(: „.r s.:.' ':..,..:i$� �nSJf��•°.�•..i:.•?ION..°::°i . •.�r: • ar ��0.'tii^•,:>t':.. „t�N ohh �1 ''' /��i:T' �jrl:.,r4a .tl5 ' f i .- :7ij::. .�•:`l;iZ •�:;'•�i�r6F' T•'•r o '1�'��' '::;hiF�t,•:::/• 1• � !: •' 1 b. u 3 •,�1 ftp?}s�. , , o�.y '<v' '.'•��A yy .o. .� � y1 LCI 1' ,1� ,r .,� '�1 .0 .''•0 `�tQ •C•+,': .At%) ,• ;P' �;�a � t�jjSl�� • ,til :Jl�1• A`,vt'�S .. ,• . i•;f.•Y; ©1989 henNoble Co.Form BFFPIG 289 _ 1•',^,� KGtu}t14pc•�1 '•o, - Series 909 "Engineered for high Z0.1,16 Sizes W - 211 capacityrelief educe r ss r To prevent back-siphonage and backpressure of con- patent 14.241.752 taminated water into the safe drinking water supply, when installed at each high hazard cross-connection. 909QT-S 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 Note:The installation of drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT.Sizes W drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/4"and 1"only Suffix Capacity OT--with quarter-turn,full port,resilient seated ball valve shut-offs As compiled from documented Fo6ndatlon for cross-Connection control and Hydraulic S-with bronze strainer Research at the University of Southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalArrigalion system flow rate(7.5 feet per second) PC-with internal Polymer Coating %11909 LF-without shut-off valves 16 Prefix U- with integral body unions(3/4"and 1"only 12 FAE-with flanged adapter ends(11/4",11h",2 only) a a Features 4 • Quarter-turn ball valve shut offs- . Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM .Designed pressure drop o Modular design . 5 75 10 15 20 FPS �. Simple and economical service a No special tools.required for 11,909 • ® High capacity relief protection servicing 20 against combined back-siphonage/ 15 backpressure backflow a10 Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 180°F in- 5 7.5 10 15 20 FPS termittent.•Suffix HW stainless steel check modules suit- 20 1 1/4"909M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 15 Connections, a 10 3/4"-1" 909QT has NPT female threaded body connections. 5 11/4"-2"'909QTM1 has NPT male threaded body connections. Dimensions-Weights (approximate) 0 10 20 30 40 50 60 70 BO 90 100 GPM Size Dimension(I ehes) W9141113.) 5 75 10 15 20 FPS inches A B C D E F G I H w/o strainer 20 1 Yx"909M1 • 1/4 21 A 171A 71/,, 4 41/4 11 Y4 61/4 31/, 151/, 14 1 221/4 173/is Nis 4 44/4 13 7 3% 171h 15 L5 15 11/4 25% 201/, 103A 5 61/, 14 N 51/4 421/4 40 1% 273/is 213/4 103/e 5 6% 15 N 51/ 44 40 0. 10 2 301/4 23% 103/, 5 1 61/, 16 71/4 51/ 471✓, 40 5 c ' a e 0 10 20 30 40 50 60 70 BO 90 100 GPM 2"909M1 5 7.5 10 15 FPS 20 o ' aS 15 0.1 0.10 L_i�___r —I 9ogoT-S " 5 H 6 . For more information,send for ES-909S 0 25 50 75 100 .125 150 175 200 GPM FPS 5 75 10 15 STRENGTH OF COPPER TU BI NG SAFE WORKING INTERNAL PRESSURES r•' kS4 R ? s ?::r.i.'• ' ? > `.-` ':_ :;t. TYPE.K TYPE L TYPE M 0 0 0 0 0 0 0 0 0 0' 0 1509F. 250 F. 350 l;: 400 F. 150 F. 250 F. ,350 F. 400 F. 150 F. 250 F. 350 F.:.400 F. I hes,;':,;'O.D. (PSQ (PSQ (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) 1h 313D 3030 1980 1300 a/is 1950 1890 1230 810 = :j$'RI's H'•r ":f 41%',�:a` t ;' 1 �., /� 1530 1460 970 640 1160 1120 730 4fi0 1160 1120 730 480 .Viia 1200 1160 760 500 1200 1160 760 500 900 870 570 360 750 730 470 310 1170 113D 740 490 800 770 s00 330 560 540 350 230 . ;;•. ;.;i.5� �a;,;. 1/a�k?.:;�:=•s/e 920 890 580 380 740 720 470 310 500 480 320 210 , � +?�„ s��- ;'•� ''`.a/� 760 730 480 320 650 630 410 270 450 430 280 190 �i•4w+ ,;..t a/ }C. � 8110 850 56 r •,,; �• - ,. .;t:. �r;�.:h 0 370 590 570 370 250 400 390 250 170 M Ali*p• ? .�z+,:1':'{.?`j .,..•11A 6BO 660 . 430 2110 510 490 320 210 340 330 220 140 '�it tair. ) ,;,;;•.1./s:!ti.,:;;,.,;1/e 550 530 350 230 460 440 290 190 340 330 220 140 520 500 330 220 430 420 270 160 340 330 220 140 450 430 280 190 370 360 230 15D 300 290 190 120 '+s 2s 420 400 270 180 350 340 220 14D 280 270 180 120 ►�"'';t; 3 t Si7;IkK: 31/s 410 4DO 260 170 330 320 210 140 260 250 160 110 1�;, ' '... an 1 .. ' :�•:'y � 3/i. ..•:...;,-35A 380 370 240 160 320 310 *200 130 260 250 160 110 ' 35:_:,i�-:;4'3';`;<• •t;;;,t4/s 370 '360 230 150 300 290 190 120 260 250 160 110 360 '350 230 150 '286 270 180 120 240 230 150 100 :•.•'.:f i, :rg �, ;;: 6r :y; . h 370 360 230 150 260 250 160 110 230 220 140 100 61/s 390 38D 250 160 280 270 180 120 240 230 150 100 390 380 250 160 290 280 180 120 240 230 150 100 p} � X12 ?�� 121/s 390 380 250 160 270 260 170 110 240 230 150 100 1`. .. ,-,NOTE'-: F•�S(Allowable stress in pounds per square Inch), 600D psi S 5800 psi h. . s. o .F S 3600 psi :;wj jY. v A S,Ij~•T`:'iA, 400` F S 2500psi '� r'' � x ,x•ti L,e-, ':'�'Ar INTERNAL VOLUME OF COPPER TUBING F„e::�,<'t':::;:"••,';'-.'1- Cubic Inches Per Cubic Feet Per Gallons Per . ::;. ;a' •Nom.Stz" Foot oot of Tubing .:,: ,�e:"i,:, • T 0 .100 Feet of Tubing 100 Feet ofTubin Inches) g K L M K L M K L ;:,.1:,i. •:;, M :.:"in'"•.`•:.:;s:«i;:;t 1h .936 .0542 A05 a/s 1.524 1.740 1.908 .0862 .101 .110 .660 753 .1126 :, _. . 1/z i:•'.. 2.616 2.796 3.048 8 .151 .162 . 176 1.132 1.210 1 319 4.006 4.176 .232 .242 . � 1 35 -:1;�;.••.:s.. :� J 1.806 t.;;: h.• 5.232 5.808 6.2.. 04 303 .336 35 9.336 9.900 10.488 9 2.265 2514 2.686 1 ' " 540 573 .607 4.042 4.286 4.540 --` 11• 14.64 15.12 15.72 .85 .88 91 634 655 6.81 1.-t: 11/2' -, 20.64 21.36 21.96 :r 1.19 1.24 1.27 2' 8.94 9.25 951 36.12 . 37.08 38.04 2 _.. 09 2.15 220 15.64 16.05 16..47 21/4 4 �' 55.92 5724 58.68 324 3.31 3AO 2421 24.78 25AO 3 �' 79.68 81.72 8326 4 6I 473 4.85 .3450 35.38 3626 31/2,` .:: IOBAO 11052 112.80 625 6.40 . 6.53 4675 47.84 48.83 .� . 4 a•a 140.0 144.0 146A 8.1 8.3 85 60.11 62.3 63A �5 .'.'. ` a 2172 224A 226A 12.6 13.0 13.1 94.0 97.1 982 .. ?T i 6 . 3 0 1 8 •�k '. 321 � . b 326 . . A 18.0 1.8.6 18. .. 9 ,��.. 1345 1392 141 24 a Table A-2-3.4 Copper Tube Dimensions Type K Type L Type M Nominal Outside inside - Yp Wall Inside Wall Inside Wall Tube Size Diameter Diameter Thickness Diameter Thickness Diameter . Thickness In. in. (mm) in. (mm) In. (mm) In. (mm) In. (mm) in. (mm) In. (mm) 0.075 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (20.6), 0.032 (0.8) 1 LJ 2.5 (28.6) 0.995 (25.3) _ 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 . (26.8) 0.035 (0.9) 174 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) 1.265 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 1'/2 1.625 (41.3) 1.481 (37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.8) 0.083 (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 (51.0) 0.058 (1.5) (2.0) 2.495 (63.a) 0.065 (1.7) 272 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 3'/2 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0.095 (2.4) 5 5.125 (1302) 4.805 (122.0) 0.160 (4.1) 4.875 (123.8) 0.125 (3.2) 4.907 (124.6) 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 . (14B.5) 0.140 (3.6) 5.861 (149.4) 0.122 (3.1) 8 8.125 (206.4) 7.583 (192.6) 0.271 (6:9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4,3) 9.701 (246.A) 0.212, (5.4) .10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) . I i r t • , . LG INCORPORATED `t. CORONA,CA.(714)737.5599 32A FIG. 22 HANGER FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range 3/4"thru 2"C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in , .,, . automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam,but in this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. "l 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.. C . 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" A furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket B attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as I drive screws or nails) are allowed. Damage has been _ known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By-Figure number and C.P.V.C.pipe size. °-Patent Pending Minimum fastener size acceptable, X12 x 1-1/4"" hardened hex head self threading screw. 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 ms+w fi't@7;ri:. ',f:"'-aL..+^ asy'd- i f r.*7 !""'..e I, 'S fi.v �J q %" t �+K m y >t �rSM t"c ✓e.Y e ��.�te'�il>.+-'?r�x���• �7�y��aK� �. � .r 4.Y"',�hW a.. r5, r`..d �y S wa,n:w -�,r"h.'{:•Y., :.lSw�dfx'tr,+w',.c.. 6):a Aa Y 1»Y..,a'.i:� 1- 1/4 3- 1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 £" a-( tyytx�n��nr�xN,-e-t r ' �'�vc�at r+r.' ,t .yd_,r.. r.ke.. x t '•,F�°!�_ �"y. s ,.•,,o—Int Iq^. •SSS$�Y"+�.','��F�s�.4.wGt �.dfii "r:.th � 2 3-3/4 2- 1/8 1-3/16 8 5/16 1-1/4 15 REVISM 8/9I ILGO. INCORPORATED 32B CORONA,CA.(714)737.5599 , FIG. 23 FIG. 24 HANGER 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 k I C C A ---0. E- A --► Size Range-3/4"thru 2"C.P.V.C. pipe. Features - The Fig. 23 and Fig. 24 incorporate features Material - Carbon Steel with galvanized finish G-90 govt. which protect the pipe and ease installation.. The flared edge Spec. design*protects the C.P.V.C.pipe from any rough surface. Function -The Fig. 23 and Fig. 24 are intended to perform The Fig. 23 and Fig. 24 are easily attached to the building as a hanger/restrainer to support only C.P.V.C. piping used structure using the two hex head self threading Screws" in automatic fire sprinkler systems. furnished with the product. It is recommended that Fig. 23 and Fig. 24 can be installed on the-top or on the rechargeable electric drills fitted with a hex socket attachment. bottom of a beam. The Fig. 23 can also be installed on the be used as installation tools. No impact tools (such as a side of a beam. hammer)or impact fasteners(such as drive screws or nails) are allowed. Damage has been known to result from installations The Fig. 23 and Fig. 24 can also function as a restrainer to using impact type tools. No pre drilling of a pilot hole in wood prevent the upward movement of the sprinkler head during is required. activation. Order By-Figure number and C.P.V.C.pipe size. Approvals - Underwriters' Laboratories listed to support fire °-patents Pending sprinkler piping. Meets and exceeds the requirements of °° - Minimum fastener size acceptable, #12 z 1-1/4" N.F.P.A. 13, 1311, and 13D.* hardened hex head self threading screw. A B C MAX. HANGER FASTENER . APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE FIG. 23 FIG.24 FIG.23 FIG.24 FIG.23 FIG.24 (FT.) SIZE LENGTH PER 100 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 1-1/4 9 Md aY s'•.v .^o•r. � ?v.h qf• �r."JSMp,. ",y'M`1r .T.,m +-•w�.," "#! 011 t'r �- ' ,1,k ^i. � �' 7 r ti 'N;. 1 A.- � t. _ r � .i�� s .4�i• ''. OWN :' ��^� �,',a+� a,...�yvl:w ���i�:�. �'� �� I� .. -'Ll 1-1/4 4-3/16 3 273/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 11 rfi.�: a,nsti a 4kx: n arar,u •.r a r r y.sg, (, L,r.'��tw ! xnn P,�s .�t -"„fier �j r,r 2 '�3y 1'S/a4 3/16 4, Y` � � 1 > ,�y 1,v r c� a kYz : � aL4. s "Cl+ _. - r.. (a.Slx1.1�ih4 u))vLH3)S.n nkrkS t' :fibfrsA 2 4-78 3.11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1-1/4 15 REVtED 8/91 Central Sprinkler BlazeMaster@ J J J J J J J J J J J J J J J i J J J J J J J.J J J J J J J J J INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition r CEN 1TIFIAL No. 19.1.0 Rev.4 5196 i i i Table of Contents Introduction......................................... I. Handling&Storage ................................. 11 •a. Conversion Factors .......................... . 1 Handling ........................................ 11 Listings and Approvals................................ 1 Storage ............. ........... .. I1 Where and hour to use a Central BlazeMaster System:.... 1 Handling of Central BlazeMaster Cements and Primers .. 11 Central BlazeMaster Specifications .....................3 Solvent/Cementing Instructions...................... 11 Pipe 3 Joining Central BlazeMaster Pipe Systems ............ .. I 1 Central Blazel�raster Fittings ......................... 3 Cutting.......................................... I 1 Solvent/Cement.................................... 3 Deburring ....................................... 11 Dimensions for Central BlazeMaster CPVC Pir........... 3 Fitting Preparaticn ................................ 1.2 Fitting Socket Dimensions............................ 3 Safety and Health Precautions ....................... 12 Product Ratings and Capabilities........................4 Estimating Primer and Cement Requirements........ .. 12Primer Application.. 12 Pressure Rating&Pressure Listing .................... 4 Friction Loss ............. •4 Solvent Cement Application .................. .. . 12 ........... . 12 Thermal Elrpansion................................. 4 A.ssembly.......... ............... Set and Cure Times ' 12 I Physical and Thermal Properties of Central Pressure Testing the S BlazeMaster CPVC ................................ 6 ge Ys tem ............................................... 14 Permissible Deflections of Central BlazeMaster CPVC.....6 Transition to Other Materials ......................... 14 Support and Hanger Recommendations..................7 Flanged Connections .............................. 14 Pipe Bracing with Standard Band Hanger.............. 7 Grooved Coupling Adapters ........................ 15 Hanger/Support Spacing ........... . ...............7 Penetrating Fire Rated Walls&Partitions.............. 15 Vertical Restraint .................................... 7 Other Design Criteria .............................. 15 Freeze Protection ........ 15 Underground Installation Specifications ................ 9 Central BlazeMaster Systems and Penetration of Pipe..............................................9 Metal Studs........................:........... 15 Fittings........................................... 9 Solvent Cement and Primer Spills.................... 15 Primer/Solvent Cement............................ 9 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 System Design .:............................. 9. Joining Central BlazeMaster CPVC in Hot Weather...... 16 " Installation Procedures ...... 9 A endix . ... Inspection........................................ 9 PP ................ 16 Trenching........................................ 9 Helpful Tips......... ............................. 16 Snaking of Pipe.................................... 9 Material Safety Data for Solvent Cements and Primers... 16 Back-Filling.............. 10 Training/Demonstration ............................ 16 10 Material Safety Data Sheets.. . 17 Maintenance.... ......... .................... .. System Riser Installation Requirements.................10 System Riser Installation Recommendation.............10 This Installation and Technical Manual contains the criteria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing,C-UL Listing and/or FM Approval.'Additionally,the manual contains recommendations for easier installation,general piping prac- tices and other suggestions that may not be required to satisfy the UL listing,C-UL listing and/or FM Approval.To di~te rentiaie between a requirement and a suggestion,use the following definitions: SHALL-The use of the word"shall"indicates a mandatory requirement of the Listings/Approval. SHOULD-The use of the word"should"indicates a suggestion that is not required to meet the ListingsrApprovaL Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central.This warranty will continue for a period of ter years from the shipping date.Materials found to be defective by Central s repaired or replaced PP 9 hall be p p ed at Centralis option.Central will net be responsible for labor charges or consequential expenses or damages incurred as a result of use of its products.This warranty is erressf made in lieu of an and all other warranties ayror_ including zed or irn Led the war- ranties ranties of merchantability and fitness. �es. AL sales by Central shall be subject to the terms and conditions stated herein.The placement of orders with Central shall constitute accep- tance of these terms and conditions.If buyers'purchase order or confirmations are at a variance with the terms and conditions herein,they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of.Common Pleas of Montgomery County,Pennsylvania and the U.S. ` District Court for the Eastern District of Pennsylvania v-ith respect to any proceedings arising out or in connection with anyP urchase and sale r' " •.;' contract entered into between Central and buyer.Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look for the UL,C-UL,FM and NSF-pw S.E.marks on the product. R BlazeMaster'is a registered trademark of the BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. Introduction • ` ' Central Sprinkler Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride) . sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide the following ?'� advantages over traditional sprinkler piping systems: • Increased hydraulic capabilities(C-Factor=150) • No precutting and expensive fabrication required • NSF-pw S.E.approved for potable.water . • Can be easily connected to other sprirrkrlet piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust,.scale and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified or.site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide areas follows: linch=25.4 mm 1 foot=0.3048 meters 1 psi = 6.895 kPa I psi = 0.0689 bar I psi = 6894.757 Pa 1000 Pa=1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL listed in accordance with U.S.requirements and C-UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Factory Mutual(FM)Approved for use in: • Light Hazard occupancies as defined in the Standard for"Installation of Sprinkler Systems",NFPA 13. • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height",NFPA 13R • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes",NFPA 13D. • Underground fire service systems as described in the"Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S.requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fitting s'are Listed by ME&A in Residential buildings as defined by NFPA l3D and 13R.The ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E..Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler B1azeMasier CPVC pipe and fittings are UL and C-UL Listed and Flvf Approved for use with Central and/or other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,FM Approval Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System :. 1. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,-13R.13D or 24 shall be followed and when applicable,the National Building Code of Canada shall be referenced for design and installation requirements fn conjunction with these instructions. 3. For a concealed installation: A In accordance with the UL Listing, protection shall be provided for BlazeMaster CPUC pipe and fittings. The rmnimum protection shall consist of either one layer of'f"thiel:gypsum wall board,C 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!"plywood. In these cases,any standard sprinkler head rated at 170°F or less may be used. B. In accordance with the C-UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- tection'lsh4.:�Pns' t,p;(e her�laitr and plas er,one layer of 9mm thick gypsum wallboard,one layer of 13mm plywood,or a suspend ed meprane ceiling wiig lay-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kg/m-when installed with metalhc grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills,exhaust fats connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent,individual openings exceeding 0.03m2,but not exceeding 0.71 m2 in area must be located such that the distance from the edge of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 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, arca protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic da--nage. Drop in ceiling tiles,as used in suspended ceihngs are specifically considered not to be permanently installed for the purpcs=sof this definition. Non-combustible is defined as having a minimum finish fire rating of 15 minutes when tested per ASTM E 119. 4.For an exposed installation: A. In accordance with the UL Listing,BlazeMaster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick Response pendent sprinkler installed within 8"from the ceiling or lasted Residential sprinklers located in accordance with their Lifting shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations,Listed Quick Response horizontal sidewall sprinklers having deflectors within 6"from the ceil- ing and within 4"from the sidewall or Listed Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance beh,ean sprinklers shall not exceed 14'. B. In accordance with the C-UL Listing,Blazeldaster CPVC pipe and fittings shall be installed below a smooth,flat,horizontal, fixed ceilings in conjunction with listed Quick Response or Residential spririlders with a maximum rating of 77°C. 5. Central B1azelAaster 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 Blazelviaster pipe and fittings car-be installed in these areas when sprinkdering residential occupancies according to these standards. 7. In installations*here sprint ler pipe runs through an attic space that requires sprinklers per NFPA,CPVC piping shall be protected in order to meet the requirements of its UL and C-UL listings.The_Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. l 8. Central BlazeMaster pipe and fittings,when installed in accordance with its UL listing in air plenums,shall be a minfmiun horizon- tal distance of 24"from an opening in the ceiling such as ventilation grills. The C-UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions,consult building codes and Authorities Having Jurisdiction in your area.Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources,such as light fixtures,ballasts and steam lines.Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source,the maximum ambient temperature,heat shielding, if any,and proximity of CPVC piping to the above.Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10.During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11.Central BlazeMaster pipe and fittings shall not be installed in outdoor applications. 12.The.use of BlazeMaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. Central BlazeMaster Specifications Pipe Central Sprinkler BlazeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc.(UL&C-UL),Factory Mutual(FM),1 EA,and the National Sanitation Foundation(NSF S.E.)for use in potable water systems. Fittings . Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438(Schedule 40 dimensions from "to 1 -1 and AST1,4 F439 (Schedule 80 dimensions for 2"to 3").Female threaded adapters for sprinller head connecton-s contxn brans inserts.Fittings carry the marl: ings of Underwriters Laboratories Inc.(UL&C-UL),Factory Mutual(FM),ME&A,and National Sanitation.Foundation T'SF-pvr 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 Primer and CSC-200 Solvent Cement. CSC-100,CSC-200,CSC-300,and CSC400 or CSC-500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cement- ing instructions within this manual prior to installation. Other primer or cements shall not be used with Central BlazeMaster products and the use of such non approved welding agents will void the Manufacturer's warranty and product ListingslApprovals. . Dimensions for Central BlazeMaster CPVC Pipe Table A•Central BlazeMaster Pipe Dimensions in Inches(Millimeters) Note: Central BlazeMaster pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average OD Average ID Pounds per Feet with ASTM442.SDR(Standard '/' (19.1) 1.050 (26.7) .874 (22.2) .166 Dimension Ratio)is the ratio of the out 1' (25.4) 1.315 (33.4) 1.101 (28.0) .262 side pipe diameter to the wall thiclmess _ 1 W (31.8) 1.660 (42.2) 1.394 (35.6) .416 of the pipe. _ 114' (38.1) 1.900 (48.3) 1.598 (40.6) .548 2' (50.8) 2.375 (60.3) 2.003 (50.9) .859 214 (63.5) 2.875 (73.0) 2.423 • (61.7) 1.257 3' (76.2) 3.500 (88.9) 2.952 (75.1) 1.867 ASTM CPVC Fitting Socket Dimensions Table B•ASTM Dimensions for CPVC fittings in Inches: A B C D E F Socket Entrance Socket Bottom Socket Inside o ►i Nominal Diameter Diameter Minimum i Length Diameter Size Average' Average Wall Thickness Minimum Minimum _Diameter_ Diameter '/" 1.058 1.046 0.719 0.820 0.113 0.141 7 1' 1.325 1.310 0.875 1.044 -0.133 _0.166 A 1%' 1.670 1.655 0.938 1.375 0.140 0.175 1; 1.912 1.894 1.094 1.604 0.145 0.181 _2' 2.387 2.369 1.500_ 1.933 0.218 0.27_5_ r 2%' _i 2.889 2.868 1.750 _2.316 0.276 0.345 3' 3.516 1 3.492 1.875 1 2.892 0.300 1 0.375 i Product Ratings and Capabilities r r Pressure Rating&Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and FM Approved for.a rated pressure of 175 psi(1210 kPa)for sprinkler service up to 150°F(650C). Friction Loss Centra)BlazeMaster CPVC pipe has a Hazen-Williams C-Value of 150.Pipe!action loss calculations shall be made according to IUPA Standards. ne following table s',ovrs the allowance of friction loss for file-ngs,expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size(In.) Y" 1" 1Y" 1W 2" 2Y" 3" Tee Branch 3 5 6 8 10 12 15 Elbow 90' 4 5 6 7 9 12 13 Elbow 45' 1 1 2 .2 2 3 4 Coupling 1 1 1 1 1 2 2 j Tee Run 1 1 1 1 1 2 2 'The above stated friction loss values,ire for Central BlazeMaster fittings only. Wher,using other Listed BlazeMaster CPVC 90`eibcx s with Central Sprinkler BlazeMaster products, please consult the fitting manufacturer's installation and design manuals. . Thermal Expansion BlazeMaster plastics,like all piping materials,expand and contract with changes in temperature.The coefficient of linear expansions is: 0.0000340 inchlinch rF. A 25°F change in temperature will cause an expansion of k inch for a 50 foot straight length.For most operating and installation conditions,expansion and Table C•Thermal Expansion contraction can be accommodated at changes in direc- Temp Length of Run(it.) tion of the pipe run.For additional information on Change 5 10 15 20 25 30 35 40 45 50 70 90. 120 160 Thermal Expansion please see Table C below. AT°E Thermal Expansion,of(in.) 20 .04 .08 .12 .16 20 .24 29 .33 37 .41. .57 .73 .98 1.31 Where AL=12el(AT) 30 .06 .12 .18 .24 .31 .37 A3 .49 .55 .61 .86 1.10 1.47 1.96 40 .08 .16 24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 Ex e= x s in/in/°F(Coefficient of Linear 50 .10 .20 31 Al 51 .61 .71 .82 .92 1.02 1.43 1.84 2.45 3.26 Expansion) 60 .12 .24 37 A .61 .73 .86 .98 .1.10 1.22 1.71 2.20 2.94 3.92 L=Length of Run in Feet 70 ,14 .29 A3 .57 .71 .86 1.00 1.14 129 1.43 2.00 2.57 3A3 4.57 AT=Temperature Change in`F p 9 88 .16 .33 .49 .65 .82 .98 1.14 131 1.47 1.63 228 2.94 3.92 5.22 An example of Thermal Expansion is shown 90. •18 37 .55 .73 .92 1.10 1.29 1A7 1.65 1.84 2.57 3.30 4.41 5.88 below: 108 .20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 Example:How much will a 40 foot run of X"of B1azeh4aster CPVC pipe increase in length(or expand)if the expected ambient temperature ranges from 35T to 85°F?Changes in length due to fittings are insignificant relative to the pipe. AL= 12el(AT) AL= 12(.000034)x 40 x 50 AL=.82 in.or'YG" Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion(see Table C.When designing Central Blc>GeMasier sprinkler systems,expansion of long runs must be considered 9 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 maximum working temperature are lower than those used to derive the tables,the numbers will be conser- vative in nature.For example,for a temperature change Table D•Loop Length(307 to 100T)AT=70°F from 60`7 to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables D and E. Nom. Avg Length of Run(ft.) For conditions which are not covered in the loop Length Pipe 0 p 10 20 _30 40 50 60 70 80 90 100 120 140 169 Tables,use the formulas and examples found in Table H. size Length of Loop( . 1:' 1.050 11 15 18 21 24 26 288 30 32 33 _37 39 42_ Note: Table based on Stress and Modulus of Elasticity 1. 1.315 12 17 20 24 26 29 31 33 35 37 41 44 47_ iG 1.660 13 19 23. 26 30 32 35 37 40 42 46 50 53 at 1!6' 1.900 14 20 25 28 32 35 38 . 40 43 45 49 53 57 Refferer tto o Table H on page 4: 2' 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 AT=70T 2r 2.875 18 25 39 35 39 43 46 49 52 55 60 65 70 S=1560 psi 3' 3.500 19 _ 27 33 38 43 47 51 54 58 61 67 72 77 E=3.85 x.10'psi Table E•Loop Length(60T to 120T)AT=60°F Nom. Length of Run(fl.) Note:Table based on Stress and Modulus of Elasticity at ' Pipe U. 10 20 30 40 50 60 70 80 90 100 120 140 160 120'F O. Size Length of Loop(in.) Refer to Table H. 3S 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41� AT= 60°F 1' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 S= 1275 psi 1 D4' 1.660 13 18 22 26 29 . 32 34 37 39 41 45 49 52 E= 3.55 x 10'psi IV 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 5B 62 2W 2.875 17 24 30 . 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42. 46 50 54 57 60 66 71 76 Table F•Loop Length(70T to 150T)AT 80T Nom. Length of Run(R.) Pipe Note: Table based on Stress and Modulus of Elasticity at Size Avg' 10 2030 40 60 60 70 80 90 106 120 140 160 150°F O.D. Length of Loop(in.) Refer to Table H. 4, 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 AT= 80°F if: 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 S= 875 psi 114' 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 E= 3.08 x 101 psi 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 214' 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 Loop Offset Change of Direction Hangers should only be placed in the loop,offset or r L",Pipe change of direction as indicated.Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. wr or owae The Expansion Loop Formula has the following com Mir, ;��� MIN w! �, Famim ponents as shown below: F=Length of Expansion Loop in Inches E=Modulus of Elasticity at 100°F(Table H below) Figure G•Expansion Loop and Offset Configurations D=Average O.D.of Pipe i AL=Change in Length of Pipe Due to Change in Temperature S= Working Stress at 100'F(Table H below) Table H•Modulus of Elasticity&Stress vs TemperatJ3.08 ' Temperature'F 73' 80' 90' 100' 110' 120' The Modulus of Elasticity&Stress vs Temperature table H Modulus of will need to be used to find"E"in the Expansion Loop Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 Formula.An example is presented to demonstrate the cal- "E"x 10°(psi) culation of expansion given a defined thermal change Working and to calculate the length of the expansion loop or offset Stress 2,000 1,875 1,715 1,560 1,415 1,275 in inches. "S"(psi) ) Example . How much expansion can be expected in a 240 foot run of 2"Central BlazeMaster CPVC pipe installed in 40°F given a maximum temperature change to 100'F? Additionally,hour long should the expansion loop be to compensate for this expansion? First,find the temperature change expressed as AT. aT=100°F-40T AT=60°F Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet,two cal- culations will need to be made. Length of run=160 feet with AT=60°F From Table C,AL=3.92 in • Support and Hanger Recommendations* 1.^d11!1•.-Y� .�i�=.SCpM11�;,:-�'��:'.:.�.w.�'��:::I....t. •n�, � •�s,,;_: ;�, r�,�,�.3,�„�;;•���;�`,, ;: Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not ......,ec;�x, ,,;�..y.:... ...�...,..M,y .�.....,,. hLvJ ___ j°�— �?=— _ have rough or sharp edges t hick an come in contact v,ith the pipe.Do not us_.under Ed '�'CS�`.'Y �."J':. •••y�uv'•.�A..,.�LL'•'�.'. "wLT..J�•»�'-W O • sized hangers.Hangers with sufficient sizing shah be selected based on pipe size GG..,1 hangers.for lf"pipe).Pipe hangers must comply with the appropriate Standard,NFPA 13, 13D,or 13R,whichever applies. Some local codes may not allow plastic to metal contact.In this case,plastic sleeves or vinyl �:+:r� ,f• � CSC.-`C-PUC'_.': �' electrical tape should be used to isolato the materials.Strapping pipe overly tightht to a struc- tural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger,but is not pinched or crushed in any way. PLUMBERS TAPE OR I HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR Model No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Wig. Tolco,Inc.and Afcon make three hanger/restraining devices that are available for use with � . Central B1azeMaster. e 1 ' The Tolco Model No.22,shown left,or Afcon Model 513 can function as a hanger and as a restraining device.As a restraining device,invert the hanger so that the fastener is down ward.Installation in this manner will prevent upyrard movement of the sprii Jer head dur- '..,:,• ing activation. The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and as 4 •• M, M . a restraining strap. '#' «r .•_ "''` Both products incorporate features which protect the pipe and ease installation. The her. Model No.23(shown) head self-threading screw(furnished with the product)is easily installed using a recharge- able electric drill and a W'socket attachment.No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli- cation.The Tolco Models 22 and 23,and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria.For more information about Tolco or Afcon products,consult the Central Sprinkler Company. Hanger/Support Spacing Table L•Support Spacing"L"(it.)CPVC SDR 13.5 Because Central BlazeMaster pipe is more rigid than other Tem F Nominal Pipe Size types of plastic systems,the support spacing shown in Table L Temp '� 1• 1Y" 134° r 234" 3° shallbe adhered to when installing the system. 73' 5% 6 69 7 8 9 10 For exposed installations,Listed support devices shall be used which mount the B1azeMaster piping directly to the ceiling or side wall. Vertical Restraint When a sprinkler head activates,a significant reactive force is exerted on the pipe,especially at system.pressures greater than 100 psi.The reactive force will cause the pipe to lift vertically if it is not properly secured,especially if the sprinkler drop is from a small diameter pipe. 0 • � L C When a sprinkler drop is from a'41',1 or 1 Xpipe,the closest hanger should brace the pipe against vertical lift-up.A number of techniques can be used to brace the pipe such as a standard band hanger positioning the threaded sup- port rod to A inch above the pipe or using a split ring or a wrap-around hang- er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. It is advisable to use lift restraint devices such as the Tolco Model number 2,' which prevents the threaded rod from coming in contact with the CPVC Model No.25(shown) pipe as shown to the left. Table M•Support Spacing Distance with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(69akPa)3.inch 5' 3' Branch lines shall be braced at a distance from a tee or 1 inch 5' 4' elbow to prevent lift of sprinklers as shown in Tables M and N. 1%inch 6' 5' 1�inch 7' 7' AY inch 7" 7' 'Local codes have final authority on which types of hanger con be used. �► Table N•Support Spacing to an P 9 End Line.Sprinkler Read Drop Elbow Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) %inch 9' 6' 1.tnch 1.0• 9. 1%inch Vq• f 1' 174 inch 2' 1' >U inch Z' 1' Maximum Table M A B When piping is suspended from a deck,hangers are (Reference Table M)'�� Any dlstanoe �(Rei.Table N)• required to suspend the pipe as well as for vertical lift between supports . 7estraint.One support can serve as both. Drop locations tween supports are acceptable in any location as long as s::pport spacing is in compliance with Table M.Examples of -'here this type o hanging is used include:concrete decks '•� '`='•`• • :::•- -... *-th rod and ring hangers,"pan decks"on I beams with ::amps,or concrete anchors,and under wood joists with soaps or rod hangers.See Figure O. Support Support Finished Ceiling Line Fig.0 •Drop Ceiling Installation, Maximum Table M A B BarJoist BarJaist (Reference (Ret.Table N)' - E A++y distance 'A �/ between supports U-Bolt Finished Calling Una Finished Calling Una II Figure A Side view. Fig.Q•Sprinkler Drop Pipe Adjacent to Truss (Re(.Table M) �_ y No upward restraint int or hanis required between sprinklers. (Ref.Table N) A +� : � When the piping is supported by wood joists or /' 8-,► trusses,the structure provides the support,especially \ when the joists are close together.The only requirement v-1th this type of construction is to provide vertical restraint and hangers are not required When supporting CpVC piping below the deck,and when the supporting members are spaced far apart,it is important to brace for uavrardrestraint per Tables M and N.Drop location Z`0 1� (on center) Finished Ceiling Una . tvtreen supports a*e acceptable in any location as long as support pp spacing is in compliance with Tables M and N. Wood Frame Construction In manufactured homes,additional hangers may be required to prevent pipe movement from thermal expansion. Please consult withY our AuthorityHaving Jurisdiction g I on and Central's Technical Services Department for further clarification V?VC;pip=or fitting must be supported near a sprinkler head as in=n in Tables t:(and N. k i - j Date....., ..(..f ! NpRTM q 3?;•'����-•°!"�o� TOWN OF NORTH ANDOVER PERMIT FOR WIRING �,SSACMUS� This certifies that �Q m i q ...... @ C Q A/rP of �f has permission to perform ........�! '................................./................................ wiri�q in the building of........./if.. .... ....�r........................................... � �a � AW r� at..... ......qq... .... ,¢..//...... ................ ...... ,North,An ve �. Fee..S.l.A.......... Lic.N. 1. • .... _ ELECr ICkINSPECTOR Check # 5347 THECOMMONWF.ALTHOFMASS4CHUSE77S Office Use only DEPARTNIDVTOFPUBLICS4FETY Permit No. l BOARDOFFMPREVENHONRFGULAHONS527111t1211n f Occupancy&Fees Checked "PLICATION FOR PELT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS EECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date I Town of North Andover 1 To the Inspector of Wires: s The undersigned applies for a permit to perform the electrical work described b low. Location(Street&Number) tA ' 2,yOwner or Tenant CA dA (� c— Owner's Address a l k S vkkot., S L � N . Ar.-j O O > Is this permit in conjunction with a building permit: Yes M No1 (Check Appropriate Box) *_3Purpose of Building MW S 1 &i Fv.,\t\ 1/ Utility Authorization No. Existing Service Amps� �Volts Overhead M &derground No.of Meters r New Service ` 00 Ampsta0�()Volts Overhead r_1 Underground ® No.of Meters Number,'——tiers and Ampacity Location and Nature of Proposed Electrical Work No.of Lighting Gtlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices f No.of Self Contained Detection/Sounding Devices No.of Dryers g KW Local Municipal Other ry Heating Devices Connections No.of Wale.Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs \ No.of Motors Total HP OTHER-— I x\\,1��' !il CS7yLE r(� huuanoeCo�age.Rltsl>antoothelecpritaYt�ofMassadT<>s�llsGa�a�allaws IhaNeacu mtLiabifityh>,stIIance bhcyffrkxngCotnpleleOger mODNuE r-orils tWegunulat YES [gL NO Ihavesubmimadvalidpmdofsametothe0�YES ruJ(QS'� ff haNedtedodYES, chmkirg�vpc . box yvu plea9en>di dlePA)eofw by .EnateWSURANCE [jZJ .BOND OQIIE1t (plea9espac�y) 4aAAZJ:A WorkEstirrnidd VahteofF7acmcal%k$ sigrw rxia-Sut liVectio l)&Requested Rot# FuW Signed undr?r�ie Penalties YMMM4,WPeUMAy-rnrwa ( 2. U IioaiseNo. f � Lie Iv �r CY1 A 1 Q IA sig,. LioawNo BusinmTel.No. 7 (® ec q N g o y Alt Tel No. ` 3 6 OWNER'SINSURANCEWAIVER;IamawmedadrLjmwdoesnothawtheirmmmoc)mageoritswbstanU ui,diatasmgmedbyM (',ff)a- Laws xdttamysigrhaeenftpwntVplicaomwaivEst11 mgmmiat (Please check one) Owner Agent Telephone No. PERMIT FEE$ Signature of Uwner or AgeJJL Location LO 2, 1b Rade - LAYf No. SS161 Date NpRTM TOWN OF NORTH ANDOVER Certificate of Occupancy $ +ss��N�s<�' Building/Frame Permit Fee $ Y Foundation Permit Fee $ 2§0 Other Permit Fee $ ` TOTAL $ 305 • ' a t} Check # _ s 17149 /49z:) Building Inspector Location_—r N-T L-) ^� No. Date J T— ' HORTN TOWN OF NORTH ANDOVER ` Certificate of Occupancy �. CH 'Ss^cNust` Building/Frame Permit Fee $ � Foundation Permit Fee $ FRS 7 Other Permit Fee $ TOTAL $ 3,IS�•�� Check # 1034 ,,� `7;•i�vcrzs 5 U cam, tb�-'�K t 17270 Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT;M RRNOVAT& OR DEMOLISH A ONE OR TWO FAMILY DWEIJANG BUILDING FERMrr NUMBER: DATE ISSUED: SIGNATURE: Building Commissionea of Buddings Date fZ (,WA;JkON 1-SITE INFORMATION O y Address: I I Assozas Map and Pucd Number. F,h*,or_�h C I,anQ. See plan 11 IWC as recaaed a+ 14vtnce f ��sd off' }KG. M MN,< Map Number Pari Number 1.3 ZoningInfa nnation: 1.4.PropcdyDimensions: z ing Didrid Pnpdkd Uses IA Am CsQ00 I-C,RUILDING SETBACKS ft Front Yard Side Yard Rear Yard R ProvideRe 'red Provided Provided L7Vvaar 1S. Flood zone losmmWiam. DispoWSysft- sepplyadA i_caa S4). rabge 3 P,:OWD ❑ Zoe_ Ont"Food Zoee Meeiaipd oa SiW Dhposd SAM ` SECTION 2-PROPERTY OWNERSHIPIAUTHORIM AGENT 2.1 Owner of Record i �enrha �� P 1U. nl��. �'l DlBy,S Namo(Print) Address for Servica: signature s borne 2-2 Owner of Macon!: M Name Print �f � Z 1 M TC9 SECTION 3-CONSTRUCTION SERVICES �C L yzES �2hti 3.1 Uocnwd Construction Sgxrvisor: ' Liecasedc. superv;sor. TpA >�p O A 2 o2n SignaAure Taephone 32 RcOacrod Home Improvement Coate c r Compny Name Rcgist 3&m Nmmber Adm r Z� si start T Expiration>� V+ i SECTION 4-WORKERS COMPENSATION(M:G.L C Ise § 2 � Workers Comopmation Insurance affidavit must be omocted and submitted with tbis application. Failure to provide this affidavit Kill reswit in.the denial of the im anoe of the bu0 't. 44pW affidavit Attached Yes...... No.......❑ SEMON S Desai 'on of Piiposed work dmkall New Construction F-,dsfng Badding ❑ Repait(s) ❑ Alterations(s) ❑ Addition '❑ Accessory Bldg: ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS . Item Estimated Cost(Dollar)to be s !. Cmpleted by permit applicant ; a I. Building a ,o o� (a) Building Penmit Fee 2 Electrical , C (b) Estimated of Construction 3 Plumbing Buildingy-er mit fee , .(b) 4 Mechanical AC 00 vq>``., 5 Fire Ptntection os e 6 Total 1+2+3+4+ Check NmAw +•- 0 5 SIMON 9a OWNER AUTHORIZATION TO BE COMPL$TED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby aathorize to act on r My behalf,in all matters relative to work aWhoriaed by this biding permit appfication- Sigmwne of Owner Date SECTION 7b OWNMAUTHORUL+D AGENT DECLARATION Owrter/Authorized Agent of subject declare that the stat eats and infmmati on foregoing application are true and aac ur*e,to the best of my knowledge ' and belief 4 S Date o..OF STORIES SIVE 37 nd Fly BASEMENT OR SLAB SIZE OF FLOOR TIiv1 M 2R'5)00 `'OC 3 xl0'S e 11, SPAN I q` (noy 0,C. 16'(0-1 1;), O DIlvfMIONS OF.SM a x tr DIMENSIONS OF POSTS 3y" GAiLl DIIdMIONS OF GHUXMS 4 3 y )(LAVq LVL, HEIGHT OF FOUNDATION `- 10`' A o�-e_ Fr THICKNESS /0" SIZE OF FOOTNG " x g MATERIAL OF CHIMNEY IS BUILDING ON SOLD OR M--FD LAND t : IS BUILDING CONNECTED TO NATURAL GAS.LINE Ye ; TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPI.ICATIE?N TO CON SMUCI RF? RiSNOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING 'Fes` `•:. •. OR 195wffill g�7� BUILDING I ERMIT NiTU BER: DATE ISSUED: SIGNATURE: a BWI&ng Commissioner ofBuil ' Date Z (,S9CU_0N I-SITE INFORMATION O I.1 y Add= 1.2 Assessors Map and Psrod Number. Ch Lane see plan I'� as recorded �� l,awrenc� �is 4- S MapN"mb` ParoelNwnber .13 Zoning Information: 1.4.Property Dimensians: Zmim Diatrid User Ld F i.b BUILDING SBTI3ACIZS ft Front Yard Side Yard Rear Yard R redPmvide Provided -Requind Provided T P11) t.7 W,aer s p1ya4.cu CJAAk 34).i ts. F1nodZaso 1.8 D;a�1 syr iso X Prime 0 ` Zoso OnW&Fbod Zone on site Divest spm 11 SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT M 2.1 Owner of-Record Name(Print) Address faa•Service: sQe a� q2$ Signs2ure Tacphm 2.2 Owner of Rcoord- Name Print Address for Senvice: AI tZ M Sivatare T r SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed ConMietion Sq visor: Not Applicable a lmrI _(lend,' Licensed Conab uctioo Supenisor clog N- Ancbcmr, l/4 61$LlS LicenseNumba � Aq 0,44- T79-3Q 7 -6,910 IFx-r 3( E*ration 1>i Sigaatwc Telephone r 32 Regiderod Home Improvema A Ccmtrac Not Applicable p Company Name ff Registration Number Address r - i Expira 3i store T �Daft 5 E SECTION 4-WORKERS COMPENSATION(M:G.L C Is2 23cj� Workm Comopnisatim hwrar=affidavit must be omnotted and submitted wi&this application. Failure to provide this affidavit will resat, is.the denial of the immnoe of the bOding pmpit affidavit Attached Yes......A No......D SECTIONS Desai 'on olPio'.. Work d,erks>t New Construction F_-osting Building ❑ Rq airs) ❑ Alterations(s) ❑ Addition 'I] Accessory Bldg: ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work- SECTION or1c SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)io be Completed by t licant is a 1. Building a'��00� (a) Bmlding Permit Fee M 2 Electrical , Woo (b) Estimated of Construction 3 Plumbing Buildingermit fee a .(b) 4 Mmbmical(MAC); 00 tgjw� •'�•••r.�� 5 rue Fratectian - os v 6 Total 1+2+3+4+ `ol 0 Check Num *Ygi +-- 0 5 SECTION 7&OWNER AUTHORIZATION TO BL COMPLETED WHEN OWNERS AGENT OR CONTRACTOR AFPLiES FOR BUiI,DING PERN01T as Owner/Authorized Agent of subject property Eby authorize to act on My'behalf in all matters relative to work authorized by this building permit application. Si tare of Owner Date SECTION 7b OWNERIAUTHOR3ZFD AGENT DECLARATION h as Oww/Authorized Agent of subject by declare drat the sEat is arta infarmati on foregoing application are true and accur*e,Ito the best of my knowledge and belief 4 "VIA �. oV We - &0. STORIES SIZE 37Mr BASEIuIENT OR SLAB SIZE OF FLOOR TffvMM 2 axl0' 3 x1Es I `' SPAN f q' (noy P I " 0 C 16'@ 1:), 0 DM ENSIONS OF SHJ_S - a x DMIEIdSIONS OF POS'T'S `/" Lc D2vIENSI0NS OF GIRI)M L4 13J,4 xcJVq LVL, HEIGHT OF FOUNDATION '- 10`' A out Fh THICKDIESS /0)1 SIZE OF F007ING " X R MATERIAL OF CIiII,R MY }o, IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS.LINE Ye sv -J o o 29 S.F. � DRAINAGE ` Ac. 69.8' LOT 28 ~� & U TILI TY�� 12647 S.F. EASEMENT w 0.29 Ac, 47.1' Z W c 00w --jW -;' [ o LOT 27 12742 S.F. CATION 2.8' 1 18.0' 0.29 Ac, 155.09TOP FOUNDATION 22.1' ELEVATION=258.00 0.57'_— N36'03'49"W � 25.00 i G 28.3' R=230.00' 78.77 L=21.83' N 14E�i`K9 1"E 152.73' ` rEPH N M. PEACHTREE LANE u u,�l� WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THETMUNICIPALITY NF CIP,j ITY WHEND. FCON T CONSTRUCTED. CE RATE ALSO, ACCORDING $Y I THE STRUCTURES SHOWN LOCATED COMMUNITY PANEL N0. 250098 0006 C FAY AN INSTRUMENT SURVEY, THIS PLAN DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINED ENOTRM BE USED FOR PROPERTY IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. LINE DETERMINATION. CERTIFIED FOUNDATION PLAN LOT 28 PEACHTREE FARMS MARCHIONDA & ASSOC•,L•P• ENGINEERING AND PLANNING CONSULTANTS NORTH ANDOVER, MA PREPARED FOR 62 MONTVALE AVE. SUITE I PEACHTREE DEVELOPMENT, L.L.C. STONEH M, MA 02180 P.O, BOX 3039SCALE:1"=30' DATE: 4/12/04 ANDOVER, MA 01810 T 0 'd V996 8£b 184 S3-Lv I OOSSWStiQNO I HOZAVW WO LV: 0 T V00Z-S T-Ndtl 0 amu' _ � N7,3. � �,�lb29 1 S.F. Ac. 69 g' �r, DRAINAGE LOT 28 � & uT►uTY"y I � 12647 S.F. EA SEMEN T / w rn 0.29 Ac. 47.1' Z / co a w W `;: d cn E 0 LLT 27 12742 S.F. )ATION 2.8' 18.0' 0,29 Ac, =155.09 1 TOP FOUNDATION 22'1 ELEVATION=258.0 0 0.57_ I 36'03'49"W � 25.00 c 28.3 R=230.00' J101 78.77' [=21.83' 1"E 152.73' re M. M. c: PEACHTREE LANE U'i\l WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS TOETHENICIPALITY FEMA./H.U.IDNFLOODTRUCTED. ALSO,NSURANCE RATE MAPDING WITH THE STRUCTURES SHOWN LOCATED COMMUNITY PANEL NO. 250098 0006 C ICY AN INSTRUMENT SURVEY, THIS PLAN DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED SHOULD NOT BE USED FOR PROPERTY IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. LINE DETERMINATION. CERTIFIED FOUNDATION PLAN LOT 28 PEACHTREE FARMS MARCNIONDA & AWMIL•P. NORTH AND0VER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PEACHTREE DEVELOPMENT, L.L.C. STONEHAM, MA. 02180 P.O. BOX 3039 DATE: 4/12/04 ANDOVER, MA 01 810 SCALE:1 =30 eeac�,,�Y� ko� (16 Veackt-r� �o^.,?-) GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVER BUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as requested below. h-111CL .ueloD,me,ni, ar 16 Peoaeh�-resz 1,0,r$ Permit Applicant 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 of the following sections as indicated by a check mark. This is an application for building permit for the enlargement,restoration or reconstruction of a dwelling in existence as of the effective date of this bylaw,provided that no additional residential unit is created. The lot(s)was/were created prior to May 6,1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals,where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents,where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land.For purposes of this section"senior"shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density(buildable lots)below the density permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland.The land to be,preserved shall be protected from development by an Agricultural Preservation. Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a one time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit(all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that year.One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits.Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTION WHICH DOES NOT COMPLY,WHETHER DONE TO MY KNOWLEDGE OR NOTA GRO S FOR REFUSAL BY THE BUILDING DEPARTMENT TO ISSUE A BUILDING PERMIT. 300 Alt- r biAl LICANTS SIGN ffA U DA THIS FORM TO BE ACHED TO THE BUILDING PERMIT APPLICATION a The Commonwealth of Massachusetts : r d Department of Industrial Accidents Office of Investigations w` Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Name Please Print Name: Location: City Phone # F7I am a homeowner performing all work myself. - I am a sole proprietor and have no one working in any capacity ® I am an employer providing workers' compensation for my employees working on this job. Company name: e-e-ao-h-fae, Deo l r Pi g ah LI-L Address Phone 5 vCity: -�. Insurance.Co. J 1�vP Polic v# x Zf 7 7 Company name: -Dey . eyy i- bCp. CI Addressyl.(_ 1-bn Jk City Phone#: /0 " I Insurance Co. � ��rr� Policy# W37 Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one years'imprisonment-as-well-as-civil_penatties-in-fhe.fnrmnfa-STOP WORK ORDER-anal-a.fine.of.(.$lno.OD)-aplay-against.me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of per]' that the information provided above is true and correct. Signature ��� Date 1 Print name `11S - ran<,6 n Phone# ��3;0-&59 a Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensing EJ Building Dept ❑Check if immediate response is required Licensing Board Selectman's Office Contact person: Phone A Health Department Other f NORTH TO" of 6Andover o 7 Nq ,K; ;�►: - ; o, dover, Mass.,M Mali A& 2�e4 COC HICHEWICK �^ 7�AERATE D PPa,`�� S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..X06 ��t ... ....� F ... .E� �1! T�...�.�.�.'............ Foundation has permission to erect....w ................ buildings Rough .......... ....... ..................... to be occupied as....... .. 7.L.?... .......iH �.FI��I!!.tairm.. pw�% //v. Chimney provided that the person accepting this permit shall in every respect to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN b MONTHS ELECTRICAL INSPECTOR UNLESS V LESS CONS i I\V AR Rough ... Service . . .. ... .. .. ......... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Unti Inspected and Approved by the Building Inspector. Burner Street No. �-� n SEE REVERSE SIDE smoke Det. FORM U- LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary,approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from:compliance with any applicable.or requirements. "`***.**********************APPLICANT FILLS OUT THIS SECTION** APPLICANT k PHONIM(82yO Plan*11AS(3a, as recofb-_� LOCATION: Assessor's Map Numberaitis}n�oj PARCEL SUBDIVISION LOT(S) w. STREET ST.NUMBER *"*""OFFICIAL 4L USIE ONL REMMENDATLON F TOWN AGENTS: CONSERVATION ADMINI OR DATE APPRQYEb - d DATE REJECTED COMMENTS /� r':i,�i .ice i7 , fi - ,e •vV f d�c� �t r ' WN NMER - DI1tTE.A1rPRt7Rvm Z IJATE'A91EC`I W COMMENTS FOOD INSPECTOR-HEALTH DATE APP'RbV D. DATE REJECTM SEPTIC.INSPECTOR-HEALTH DATE APPFKYVED. DATE-REJMrF—D COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTION Z� DRIVEW P FIRE DEPARTMENT RECEIVED BY BUILDING-INSPECT R DATE_ Revised 9197 jm pp �. . c _ f�ae ZiomvmtmaeQ/,(`i a�✓�/jnaurclrt�� BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Nurn eit CS 055419 BirthB6te:. 10118/1965 _ Ex I"0/18/2-004 1"0/18/2-004 Ti.no: 3206 Res;Wwted-: 00 MARK J VENTI 90 MIDDLE ST WOBURN, MA 01801 Administrator 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability Com NORTH ANDOVER, MA 01845 ti COVERAGE GROUP 0139954 The Waiver of Our Right to Coverage under this assignment Recover from Others Endorsement applies to Massachusetts is available on Pool policies. operations only. For coverage Contact your agent for details. outside of Massachusetts, contact the appropriate Pool or Plan for that state. AGENT WILLOWS INS AGCY INC INSURANCE COMPANY: OR 522 CHICKERING RD TRAVELERS INDEMNITY CO PRODUCER: N ANDOVER, MA 01845 MS JACKIE DENNIS P 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:223856664 CLASSIFICATION OF OPERATION -�� CLASS ESTIMATED RATE ] S1'IMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION -------------------------------,.-_..--- ----- -------------- ---------- ---------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 .tPENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT 0032 $50 STANDARD PREMIUM $50 EXPENSE CONSTANT 0900 $122 TERRORISM CHARGE 9740 $0 RISK MINIMUM PREMIUM 0990 $500 ESTIMATED ANNUAL PREMIUM $500 DTA ASSESS. 4.5% OF STANDARD PREM. $17 EST. ANNUAL PREM. PLUS ASSESSMENT $517 INSTALLMENT BASIS: Annual REQUIRED DEPOSIT PREMIUM $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 DATE OF NOTICE: 05/24/03 PREPARED BY: Joanne Shea EXT 530 * * SERVICING CARRIER ASSIGNMENT * * LETTER10- 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street• Boston, MA 02110 (617)439-9030-FAX(617)439-6055 -www.wcribma.org AFFIDAVIT I, SCOTT L. MASSE,attorney for KENNETH W. REA do hereby depose and state: 1. 1 represent Kenneth W. Rea, owner of a certain parcel of land located on Rea Street, North Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/plan number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of the above stated instrument/plan. 3. Authorization is hereby given that Gerry-Lynn Darcy,and/or Peach Tree Development LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters relative to a certain Building permit(s)issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this day of J e 2003. S TT L. MA SE I JTn :pn Pn nT unr X FORA 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 Perfonnance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds, Book 7827, Page 143; or registered in Land Registry District as Document No, and noted on Certificate of Title No. in Registration Book Page ; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts" Plan dated October 24, 2002, last revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, ` Plan Book , and said lots are hereby released from the..restrictions as to -i° sale and building specified thereon. (,P., CP Lots designated on said Plan as follows: (Lot Number (s) and street(s)) MN Lots 1 —9 and 20.—28 inclusive, Peachtree Lane and Lavender Circle b. (To be attested by a Registered Land Surveyor) I hereby certify that lot number (s) Lots 1 — 9 and 20 — 28 inclusive, on Peachtree Lane and Lavender Circle do conform to layout as shown on Definitive Plan .. entitled "Definitive Subdivision and Special Permit Plan Peachtree Fann in North Andover. Massachusetts". Registered Land Surveyor 1 of 2 k_ - (K0259882.1) C. The Town of North Andover, a municipal corporation situated in he County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated 201 and/or Covenant dated May 20, 2003 from Big Kahuna Properties, LLC of the City/Town of North Andover Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7827, Page 143, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Book , Page , acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 1 —9 and 20—28 inclusive EXECUTED as a sealed instrument this Z7 day of Noveraxbpr^2003. Majority of the Planning Board of the Town of North Andover COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. November -��, 2003 �� mrG rr , Mme-trf the above-named Then personally appeared members of the Planning Board of the Town of North Andover, Massachusetts, and acknowledged the foregoing instrument to be the free act and deed of said Planning board,before me, Notary'Public V l My Ctorimission Expires 2 of 2 1K0259892.1 f Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code RES check Software Version 3.5 Release Id Data filename:K:\Laudani\Peachtree\HouseB\4996B.rck PROJECT TITLE:Peachtree Development CITY:North Andover STATE:Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 03/22/04 DATE OF PLANS: 3-21-04 PROJECT DESCRIPTION: House B COMPLIANCE: Passes Maximum UA=541 Your Home UA=530 2.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1328 30.0 0.0 46 Ceiling 2: Cathedral Ceiling(no attic) 275 19.0 0.0 14 Wall 1: Wood Frame, 16"o.c. 3360 13.0 0.0 240 Window 1:Wood Frame:Double Pane with Low-E 345 0.340 117 Door 1: Solid 21 0.180 4 Door 2: Glass 63 0.340 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1874 19.0 0.0 88 Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designerb3� Date �-,91-04 ���rct Mono air Recharger 180 l d o a c ol�lo a s i3 o a I; Wkith 36w oHeight 2DZ* H-10: 34 Um 7 ♦ ��� eeeee6eeeeeel �� • ocoaoocooco�ol��� / ►.1 ,�,ilil to ololo 0 0 0 0 Recharger : 1 .---------------- Ir CRUSHED ' .T TT TT TT TT TT l i.T 1--f TT T•T-T TT 1', •/ • i��i�Ile�����I,'I�����le�����11�1 III I i- - III I' : • � - k .111111LL1111 •itiLauuu.� ., 11 1•�,H:1• I I I �I-�� C II I I �I�I� �I� ,� NOTES: Irk •lll ll I LL 111'•111 11 Ll Ll 11�-.� CRUSHED • THE ' NUMBER- FILE •• THE SITE © © • • t 242-1186 UNIT TYPE- • / CF. _ CALCULATIONS BASED ON NOTE- STORAGE CAPACITY NOT 2. OOF LEADERS TO BE EQUPPED WITH 35% STONE VOID INCLUDE STONE BELOW CULTEC UNITS • OVERFLOWS AS SHOWNON 11 OF 15 OF • PLAN SET. 1 J7 CRUSHED STONE c CULYEC 410 FILTER FABRIC NISKED GRADE RECOMMENDED. NOT [RED COMPACTED FILL Y CUL7EC RECHARGER 180 STANDARD I 1 CH 4' PVC INSPECTION PORT FIN. GRADE1 i 1 EL 255.L7EC 41 ' N4 FILTER FABRIC k Mr. SIDES AND BOTTOM I BOTTOM N 54 in © 4,L ........... —Myl NORTH ANDOVER, STANDARDTYPICAL CROSS SECTION RECHARGER 180 a- 249.1:i,� PEACHTREE DEVELOPMENT, LLC 1 CULTEC CHAMBER • oP.O. BOX 3039 ��•�� ANDOVER, TEST HOLE INFORMATION TEST DATE: 7/22/03 Marchionda &Associates,L.P. EXISTING GRADE: 254.3 01 DOWN . . IN 62 Montvale Avenue TEL-(78)438-6121 PERCOLATION RATE: io Suite I FAK V81)438-9654 Stoneham �\ - _ >. 1 A- FORTH ® ® 6Andover ti` ,`. .w. ,r V o, lover, Mass., iN aft b A. '0 � + T O t=- CAKE - COCMICMEWICK ADRATED PPp�.(CO S V BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System ��� „� � ``C • BUILDING INSPECTOR THIS CERTIFIES THAT..X#-N................................ ........ ... ............................... Foundation has permission to erect...wo ................ buildings on.. T......., :.-.1.�.......POI MAI ................. Rough to be occupied as...... ,7.4�7.....� 1..f!i r....01vP14"004AT.-................... . . . . ... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of a Buildings in the Town of North Andover. PLUMBING INSPECTOR l VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMU EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU A D A Rough ... ..... ............. ... . ..... Service . . .. ... .. ...... ...... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Unti Inspected and Approved by the Building Inspector. Burner •g'�-` �• d834C Street No. p SEE REVERSE SIDE Smoke Det. y •' t Pcachtre t F=A M To: Robert Nicetta Building Commissioner Town of North Andover 27 Charles St North Andover, MA 01845 From: John Crawford Peachtree Development, llc 231 Sutton St North Andover, MA 01845 Subject: Construction Supervisor Change Dear Mr. Nicetta, This letter is to inform you that Michael Mammola will be our on site construction supervisor for all lots at the Peachtree farm subdivision. He has assumed the duties from Mark Venti, as supervisor, on all houses under construction including all active permits, which he is the supervisor of record. This includes 16, 41, 65, 71, 81, 105, and 124, Peachtree Lane, 12, 20, 26, and 32 Lavender Circle. Enclosed is a copy of his construction supervisor's license. Thank you for your help in this matter, j. John Crawford Peachtree Development, llc CC: Brian Darcy Mike Mammola Thomas Laudani Peachtree Development, LLC P.O.Box 907• North Andover,MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net z„ - ✓fie (�amvntoncuea`lfi a�/�aaaacftuGell6 BOARD OF BUILDItNVG REGULATIONS License: CONSTRUCTION SUPERVISOR Numbe`r 'CS 088997 - i Birtthdat Wffi /1969 Expi-- 05/09/2007 Tr.no: 88997 MIC,i iAEL V MAN�IkA 7 SENECA ST METHUEN, MA 01844 Commissioner V ��u 1 pG CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER. 556 b-Z4-0t) 11/24/04 Building Permit Number Date THIS CERTIFIES THAT THE BUILDING LOCATED ON 16 Peachtree Lane Single Family Dwelling MAY BE OCCUPIED AS 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 lding Insp or NIo'RTH . Town of �- 6 0 0 __, dover, Mass., JR c - O LAK ok. COC HICHE WICK PERMIiAT RATE Du P ,`�� BOARD OF HEALTH Food/Kitchen Septic System BUILDING ' L� L C _ INSPECTOR THIS CERTUFF � iHAT.. �1T ........ in . . Foundation e 51C,� has roormission to erect.... ............... buildings on .. :. ; ® — �. 1 9 . ..• Chimney , r to to Occupied as...... �746.7. ..z ......'Z/..A3 .. 0*W...Cy.. r....Q44 ...N..4 ................................. provided that the person accepting this permit shall in every respect conlbrm to the terms of the application on file in inat ® !02 y- this office and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of � P Y 9 P Buildings in the Town of North Andover. PLUMBING INSPECC VIOLATION of the Zoning or Building Regulations Voids this Permit. h 7-30-U,1 PERMIT EXPIRES IN 6 MONTHS ELECTRIC�IIvsPE UNLESS CONSTRU y% � 00 Service , BUILDING INSPECTOR 5inf� i� 0 K/C`� i Occupancy Permit Required to Occupy Building GAS INSPE R OV �1 - Display in a Conspicuous Place on the Premises — Do Not Remove G No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Untliinspected and Approved by the Building Inspector. Burner , /;•; . •�► t• d$.3� Street No,�Y `LJ Smoke Det q-2- C) SEE REVERSE SIDE