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Building Permit #788 - 115 PEACH TREE LANE 4/16/2006
Oa NORTH, ttao a eti0 o ' 3 o� p TOWN OF NORTH ANDOVER *� : ,•'#� APPLICATION FOR PLAN EXAMINATION 9SSACMUSE� Permit NO: 7f-r APPROVE® Date Received: —A/s/46 If It Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Le? 12 - 115 L' AN r-- Ac n AnGy5 p , MA d 197 Print PROPERTY OWNER C43 TIT" KIAW t CN 1E49Kl Print ((�� MAP NO.:qq, A PARCEL: ZONING DISTRICT: Esz) TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building 00ne family ClAddition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑Repair, replacement ❑Assessory Bldg ❑Commercial ❑Demolition ❑ Moving(relocation) ❑ Other ❑ Others: ❑ Foundation only DESCRIPTION OF WORK TO BE PREFORMED Al�*!�,Lr ON GAN 0NREA`rC-b V -S-r-6KAC-C ARC-A 0►,4 A F,50%' F-Our,'Wr ON 4 LOCATEA -DiREC,' .Y 135f4(A'-b -rf4C- t Identification Please Type or Prin4 Clearly) OWNER: Name: , Phone: "T f3 dao Signature r Address: (� Pe4C0 es' LNC NORT o &jhlave P, CONTRACTOR Name: Phone: wr Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT. OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cos I ora = ( o x1s0 0'011 $' 0f 0,00 Check No.: Receipt No.: Page 1 of 4 TYPE OF SEWARGE DISPOSAL / Swimming Pools ❑ �/ Tanning/Massage/Body Art ❑ Public Sewer ���QQQ Well ElTobacco Sales,--.t\(r„;C. ❑ Food Packaging/Sales 11t '..�.b.: L �. se Permanent Dumpster on Site Private( p tic tank etc. ❑ Electric Meter location to IP project 'i NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of Contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ Itak ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS 74e 4,1L ;64 4-1,f PQj Q(d&� AA-ft"" "z X4- e K�4 fze�, Z-- �. r DATE REJECTED DATE APPROVED Aj"^°""'`' CONSERVATION u a66 COMMENTS Q lgoi.,,A It �c�,cl• D�[�in :c•� ^civ 6cu)e AUy aj 4rc>m a0pi . scuf� 5e- 6 Ka-'1 Ui� ho�c�i �Pr vioa,5 olel��eA-�;0�� Ir��o,� Qtr��po ta>ort~ ►5 o"�+s1de, bf ZOn e_. �i�q j 5 Y12cLsSa G`t 1 I J � DATE REJECTED DATE APPROVED I HEALTH ❑ ❑ r t � COMMENTS r I Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted .yes Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer connection signature&date Temp Dumpster on site yes—no v� Fire Department signature/date W ASE- KAP-1-C-R ALS W(t,L 3E T-tk%3% To Ttk-C— Rr---CY C L f"jG QC-NTC-P, o tf PN G, 3$ t l'� ?C L tt-A-M t N l+ Building Permit Approved and Issued by: Page 2 of 4 Building Setback (ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided DIMENSION Number of Stories: Total square feet of floor area,based on Exterior dimensions. Total land area,sq. ft.: i NOTES and DATA—(For department use) I ti I I i i it I I Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Geated JMC.Jan.2006 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 i Page 4 of 4 Location ti'r— V No. DateOf AORT#1 TOWN OF NORTH ANDOVER f y • y • � : , Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ S cMuso 9 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # /r r 1422 Buil ing Inspector May 31, 2006 Mr. Gerald A. Brown Inspector of Buildings, Town of North Andover 400 Osgood Street North Andover, MA 01845 Dear Mr. Brown: Upon review of the proposed plan to construct a storage shed off the back of the garage of 115 Peachtree Lane, we find the plan blends well with the overall appearance of the house. That being said, we will only approve this plan if the following materials are to be used in the construction: 1.) 6"pre-primed cedar clapboard siding-rough side out 2.) 30 year IKO weathered wood architectural shingles 3.) Paradigm 6 over 1 vinyl windows to match the rest of the house 4.) The color of the shed must match the color of the house- California Paint Wainscot Green 5.) Pre-primed trim board,painted titanium white to match the exterior trim of the house We assume no responsibility for the plan, construction or durability of the proposed storage shed and the effects it may have on the existing structure and any grade changes that are the result of this shed. If you have any questions regarding contacts for materials, please contact me. Sincerely, i i Brian Darcy Project Manager Peachtree Development, LLC i I I i i PEACHTREE LANE R=270.0 Ng9'16'16" _ W L,45,60' ~,1'7 52; R,30,C) l s' 1 S' t--) �� � � Lx-29,45' 1 TOP FOUNDATION 00 ELEVq TION= 271.55 5T6RAGE � rr, 22 0' ADDITIOA r ' J r U 4.0 � � s 04 a ►� d- 0.36A� N 4,994 S.F. DRAIN,q Gts uc' EASE -IV T LIT y �`��. P� F e ssi� 4 10 0 o 0 D � • $ suAv� - �J N89",56120"VV e ' WE HEREBY CERTIFY THAT WE HAVE EXAMINED THIS FLAN IS INTENDED FOR ZONING THE PREMISES AND THAT THE BUILDING IS LOCATED AS SHOWN, THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REOUIREO SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E•M.A.M.U_D. FLOOD INSURANCE RATE MAP. BY AN INSTRUMENT SURVEY. THIS PIAN COMMUNITY PANEL N0, 730098 0008 C SHOULD NOT BE USED FOR PROPERTY DATED ESTABLISHED 100 E STRUCTUREIS NO HAZARD ZONE.LOCATED LINE DETERMINATION. IN CERTIFIED FOUNDATION PLAN LOT 12 PEACH7REE FARMS MARCHIONDA & ASSOC.,L. . NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PEACHTREE pEVELOPMENT,LLC STONEHAM, MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MASSACHUSETTS 01810 SCALE: 130' DATE; X4/08/05 i Page 1 of 1 Scott Kamieneski From: Brian Darcy [bdarcy@northpoint[lc.com] Sent: Friday, June 09, 2006 5:42 PM To: Scott Kamieneski Subject: Town Permit Hi Scott, Here is the letter I sent to the town for the permit. Also, Mike Mammola is going to be on site on Tuesday and will look at the Thermostat wire. He can do it in the afternoon. Thank you. Brian Darcy Peachtree Development, LLC 231 Sutton St. North Andover, MA 01845 (978)327-6540 X18 6/13/2006 yoRTH TOWN OF NORTH ANDOVER �a0,.`.�``a e"°0� OFFICE OF ° p BUILDING DEPARTMENT * f = + 400 Osgood Street �74q�'�aTeo rvP`��* North Andover,Massachusetts 01845 �SSgCNus�� Gerald A.Brown Telephone(978)688-9545 Inspector of Buildings Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION Please print DATE: JOB LOCATION: Number Street Address Map/Lot HOMEOWNER �CC�`" (FIJF—Sk-i T7 -'�30s ZLG CM) Name Home Phone Work Phone PRESENT MAILING ADDRESS :TA-A&E Ij ° A-ti-DOy(5� City Town State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes,by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNERS SIGNATURE APPROVAL OF BUILDING OFFICIAL Revised 10.2005 Fonn Homeowners Exemption BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688- 9535 MY STORA Ere sa - o Deck 180 v b � Kitchen 3 ca M 10.0' to FamilyVl- Room 12.0' Lav 3.0' F� b Two Car b N 0 Dining Garage Living Room Room Foyer =lour 13.0' 220' 4.a 9.0' 4.0' - S-PC C I IF I AT 6 N :S j - THICK WALL'S iTltItK C=Loo,(� WiT(f wttzE LA\,A F(ZoST- ILI nrC I EXTER cSP, F(ZAME UN'ALL-5 ! Z X I I I I WITIt �Li�'wa�� . 54GATHoNG 5/� Lyw ' o p j i y.1E T ` i a I j � I - ��/APo2 84RR�ER i yv�.K , : EXT-. (zaffftrt[r R��{irccTVRAL GRADE ALT S41A67 ASoP�d qLT Ir/MEwBR3/A Ic A�►n WATER; SFi ECp iN'- 3GIN D NKE j 5 rack WN50 Gw M NES ' I I tNda 5 - � utT-ri5 ALu uM j j s -DIVQ ��Z x G (�F-D;QR CLAP6vARb IPA #-4r �6ZC-Cj4 01T rt w F{I TE TpM z � - iMdrU{ RE- r OF N095E NCQe r � V- STS R AGS �F iz(CA L- LtCAtT �3uLgs� SAsh ft5 �ARaC �IME/djEON IO�a, X 4o" F �ORTIy Town of , s RAndover 0 No. �►p� ..w.. dover, Mass., T 0 LAKE •� COCKICME WICK AO RATED P'\' % BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR �� ..........................!.!n►.�►..f. . ............ THIS CERTIFIES THAT.......... .......� . ..................................................... Foundation has permission to erect........................................ buildings on .... .......feat.k.Tfet.......L%^4........... Rough to be occupied as Chimney provided that the person accepting this pirmit 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 Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final UNLESS EXPIRES IN NTHS ELECTRICAL INSPECTOR V 1 V LESS CONSTR TION TS. Rough ....... ... ...... ............. .............................................................. Service y BUILDING INSPECTOR Final Occupancy Permit Required t® Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final ,, T No Lathing or Dry Wall 1 o Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. PEACHTREE RMS LOT # 15 116 :. �. LANE r RECEIVED N 0 V 0 9 2004 UILDINC DEPT, i 1 North Andover Board of Assessors Public Acc(ss Page 1 of 1 NORT1{ North Andover. Board ,of Assessors,- Oft«eo•a�'O .. - t roperty Record Card Click Seal To Return Parcel ID :210/098.A-0126-0000.0 FY:2012 Community:North Andover SKETCH PHOTO . Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels ' r Search for Sales ` Summary Residence Detached Structure ' Condo 116 PEACH TREE LANE Commercial Location: 116 PEACH TREE LANE Owner Name: HACZYNSKI,MARYELLEN Owner Address: 116 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: 3274 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 628,400 628,400 Building Value: 425,400 425,400 Land Value: 203,000 203,000 Market Land Value: 203,000 Chapter Land Value: LATEST SALE Sale Price: 660,000 Sale Date: 08/31/2007 Arms Length Sale Code: Y-YES-VALID Grantor: DURGERIAN,LINDA Cert Doc: Book: 10897 Page: 110 http://csc-ma.us/PROPAPP/display.do?linkld=1893858&town=NandoverPubAcc 5/18/2012 Residential Property Record Card PARCEL_ID:210/098.A-0126-0000.0 MAP:098.A BLOCK:0126 LOT:0000.0 PARCEL ADDRESS:116 PEACH TREE LANE FY:2012 Use-Code 101 - Sale'Pnce 660,000 " PARCEL INFORMATION _ _ _ ..__ JBook: 'LL 108-97 `" Road Type:iiil T` lnspect,"06te. Y 05/20/2006 Tax Class: T Sale Date 08/31/07 Page 110 Rd Condition P Meas Date 05/20/2006 Owner: Tot Fin A'tea3274 �SaleT eP� Cert/Doc: �Traffic M' Entrance - X ` HACZYNSKI, MARYELLEN yp - Tot Land-Area. 0 29 Sale Valid: Y Water Collect ld RB Address: ��— —��. _ r_ _ r Grantor. ," DURGERIAN,':LINDA . Sewer. Inspect Reas: Sw 116 PEACH TREE LANE _ _� ._ -�. w __. _ �. .-.. .z. NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / RESIDENCE INFORMATION LAND INFORMATION St le: ACL : Tot Rooms. 8' Main Fn=Area: 1395 Attic NBHD CODE: 9 NBHD CLASS: 9 ZONE: R2 Story Height: 2.00 Bedrooms 4 Up Fn Area:- 18 Se T eCode.'Method Sq Ft Acres Influ Y/N Value Class 79 Bsmt Area 1395 9„w, . .YR w .�.. foof ,� �. -�r m . .,. v _ _a _ ;G Full Baths 3 Add Fn Area. Fn BsmtArea.T ” ' '' 1 P 101 ' S� 12679U� 0.291" X203 037' Ext Wall: FB Half Baths 1 U-n, n Area: Bsmt Grade VALUATION INFORMATION IVlasonry Trim: Lit Bath'Fix 21 Tot Fm Area 3274 ' Current Total: 628,400 Bldg: 425,400 Land: 203,000 MktLnd: 203,000 l Foundation: CN Bath QuaMRCNLD 254 436 Prior Total: 628,400 Bldg: 425,400 Land: 203,000 MktLnd: 203,000 n - l .,. Kitch Qual. M Eff Y--r,,,Built: 2005 Mkt Adj: Heat Type.T m FA Ext Kitch — Year Built: 2005M Sound Value: Fuel Type G.� Grade s yV'� Cost Bldg 425,400 .. .�_ Fireplace: 1 �Bsmt Gar Cap: 2 Condition: r VE Att Str Val1: Central AC Y Bsmt Gar SF: 484 Pct Complete 1=00Att Str Val2 w4 Att Gar SF: %GoodNP/F/E/R: ///100 Porch Type Porch Area Porch Grade Factor P 172 ~t SKETCH PHOTO AA ,is 3 16 a� 24: b 27 1395SgR 15 rte. d" 484 Sq.R 22 22:: 1.7 _ pm a raFu.- a r 3 6:, ""1 It 2 S 4 �.. 34 _ 116 PEACH TREE LANE Parcel ID:210/098.A-0126-0000.0 as of 5/18/12 Page 1 of 1 F Building Permit Check List Lot 9 Date2J�1 1 Building Permit Application completely fillet(out a Sided by Construction Super ,�-b Signed by Peachtree.Represenative Square footage of house on permit Form U signed off a DPW (check for sewer tic in) b Fire Department c Planning Department d Conservation(check for wetland bond,where applicable) Lam"' Growth Management Foran ® 4/Certified Plot Plan as built foundation plan required for construction permit d5 Copy of Construction Supervisor's License 6 Workman's Comp Affidavit �7 2 Cppies of Building plans /include a copy of the sprinkler plans El 8 if applicable) 9 Copy of the Mascheck (energy audit) 10 Copy of the Form J F] 1 l Check for Permit a Foundation Permit b Building Permit e � k. M � ✓�ze vanvinarauea.�l/.a�./�,adoaclu,�Gelt BOARD QF'BUIL'-DING REGULATIONS� f1 License: CONSTRUCTION SUPERVISOR i Numbe1 S 088997 Bi r hdate-.-09L-9/1969 gib. as 12b07 Tr.no: 889.97 _ ResEYiGted 00 7 SENEGA ST METHUEN, MA 0184 Commissioner I i I FORM J LOT RELEASE ^Fhe undersigned, being a majority of the Planning Board of the Town o1'North Andover. Essex County. Massachusetts, hereby certify that: LI. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds, Book 7527, Page 143; or � registered in Land Registry District as Document No. \ 1 and noted on Certificate of Title No. In l� Registration Book Page has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts" Plan dated October 24, 2002, last•revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the restrictions as to sale and building specified thereon. Lots designated on said Plan as follows: (Lot Number (s) and street (s)) Lots 10 through 19, inclusive, Peachtree Lane 0 b. (To be attested by a Registered Land Surveyor) i hereby certify that lot number (s) 1.nts 10 througl, J0 inclusive. on Peachtree Lane do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover. Massachusetts". S� 4 7VS- = n Registered Land Surveyor 4�D f��%�`�l��T`rrf`` 1 ✓v� 1 l.�! tl f C-1 er( l Of 2 i/1 !i 0 C. The Town of North Andover, a municipal corporation situated in the County of Essex. Commonwealth of Massachusetts, acting by its duly organized Planning .Board, holder of a Performance Bond or Surety dated , 20 and/or Covenant dated Mav 20. 2003 from Bi<2 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 Boot: Page _ acknowledoes satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 10 through 20, inclusive, Peachtree Lane EXECUTED as a sealed instrument this ��l day of May, 2004. Majority of they: Planning Board /u of the Town of North Andover C^,1`dIMON WEAILTri OF MASSACriUSi{TTS County of Essex, ss On this `o7-' day of May, 2004, before ane, the undersigned notary public, personally appeared Ann 1eS, - ,proved to me through satisfactory evidence of IClelltifiCat1011; \w11lCh 1S P4-A--5'a" to be the person whose name is signed on the preceding or attached document, and acknowledged to ine that he siL7ned it voluntarily for its stated purpose, as mernber(s.) of the Planning Board of the Town of North Andover, Massachusetts, � G NOTARY PUBLIC �.: 'D_._j burrs-ism 1 My Commission Expires: 2 of 2 Ko?71i7%.?; GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUILDING DEPARTMENT This formshall 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 necessaryinformation as requested below: GdC�t LjEC''t K3�Q 'Y1.� 7 C.0 'ileu Id Permit Applicant Property'address Map cel"!, Applicant's Phone Number Ingle Family Two Family -70 r I the undersigned applicant for the above property attest that the attached.building permit for which this form is complded h. Iri th xW mp y s. d. does eo 1 with the=E,`EMPTION section 8.7.6 ofthe Growth Managernent.Bylaw I:also understand providing thisform.does not absolve me o-zany pally to,this permit from the regiiuements`of obtainin other ermrts re erniit•Fu g p:. quired prior to the issuance of the illi bti' p er I understaud;that m int relation of the ex riding Y erp. emption status is suli�ect to review by the BuildiiigDepartment ands only officially accepted when the building permit is issued Based on section 8 7 6:oflhe NCAndoverGrowth Bylaw the aboyelot and the work as applied for on the above lot;-m the.)iuilchn permit application and associated_attachmets,complies with one or more ofthe'.following sedions;as indi¢at`ed by a check mark .; g f} !l r a ) This is an application for a bwlding permit for the enlargement,restoration or.reconstrudion of a dwelling in existence as , ofthe effedive�date ofthis bylaw;provided that no additional residential tutu is created. Tliel'ot(s)was/were created prior to May 6,1996 and are exempt from the provisions of section;8 7 of the'Zonm $law , g Y This application is for-dwelling units for;low and or moderate income farmhes or individuals where all ofthe conditions of$7 6 are m }and or i epresents dwelling units fo '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 ofthis settion;senior shall meati persons over the age of55 Tli►s application is part of a,development protect which voluntanl a o density(buildable lots).below the density permitted under zoning and feasible given he enviro meria ondit ons of thedtiactwith the surplus land equal to at least ten buildable acxes and.petmaneitly desigiiated.as open.space,or farml'a'nd The landEto be'preserved shall, be protected from development by.an Agricultwal'Pk( anon Restriction Conservation,RestncUon dedication to the Town or other similar medianism approved by the the board that will ensure iia Protection:_ 1 Iters appLgtion represents a tract of land ewsting-and not held by a Developer in common ownership with an adtacent parcel on the'effedive date ofthisSediori 8.7.and shall receive a,onetime exemption fromthe Planned Growth Rate and D ve elopment Schedulutgprovisions for thepurpose of constructing one single fanuly,dwelling unit on the parcel This application represerrts a lot which is.ready for.a buildin< commissions have been received'and the protect is.in compliance with those�permits) andthe Deve opment Schedule does not ,zt c• accoriimodate issuing a liuilding.permrt m that Yeir.;pne buildingperm t will be.issued per yearpes-peveloprnent until such tune as the developmentschedule accommodates issuing buil mg permits Applicant must submit,an approved FORM;U with',tliis EXEMM% ,ON PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THEBUILDING DEPARTMENT Rl MAI{IIVG A DETERMINATION THAT THIS'APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS: BY SIGNING BELOW I ATTEST TO TI3E ACCURACY OF;THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PER1vIIT IS ALLOWED AN EXEMP fION AS CITED ABOVE ; FURTHER I UNDERSTAND THAT T I SUBMITTAL OF MISLEADING OR INACCURATE IiVFORMATION OR fHE NOT SHINGyOFF OF>A..ABOVE EXEMP N WHICH DOES NOT COMPLY;WHETHER DONE TO MY`KNOWIEDGE OR R REFUS` BUILDING DEPARTMENT TO ISSUE A BUILDIN PERMIT lICANTS SIGNA DA f THIS'FORM TO BE ACHED TO.TIS BUILDW PERMrr gpPLICAT IQN r. 0 0 �P Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code RES check Software Version 3.5 Release I 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 ld (formerly MECchec7 and to comply with the mandatory requirements listed iii 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 13 10 and J4.4. I Builder/Designer b3Date ����ct ingnq r N w The Commonwealth m. � alfh of IVlassacgusetts r tl Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 l °y Workers'Compensation Insurance Affidavit Fame. 7 ( . ( C('� Please Print Name: Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity EPI am an employer providing workers' compensation for my employees working on this job. Com an name: e. C� �. GUUNS� r p�it,Per��tJaGr1�°�-r�ycPS� Address Z ' 91A /I r/ (; Phone#: 1b� -- 12 U ' Insurance..Co. .. A5r Polic # rD Company name:— P6C C I�De G�I 11th �254e- Address LIDCi WN 2 O Phone* Z 6 Insurance Co _. Vl f/C - 1__ __ r Failure to secure coverage as uir under section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine u and/or one ears'irn risonme t to 'I 500 Y P n_ _well_as.civit e P t)D natties�n R ..the nrm f .nfa S _ .T.OP WARK..ORDER_acd_afine.af.($1D.0.00)..atia, a understand that a copy of this s ement may be forwarded to the Office of Investigations of the DIA for coverage verification. gainst me 1 I do hereby c nder the ns and penalties of perjury that the information provided above is true and correct. Si nature �1� 11 (��L 7Jc 1 1 Nr /yam Date 1� 0 Print name SSl A M IN 1 Q 61 f t( Vt'� N /Z- (S (, V !v. Phone# �� Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensin []Check if immediate response is required 0 Building Dept 0 Licensing Board p Selectman's Office Contact person: Phone#: E] Health Department F-1 Other r o� Ilr ,• a CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 354 Date: December 16 2005 THIS,CERTIFIES THAT THE BUILDING LOCATEDLL'ON ..116 Peachtree Lane - MAY BE OCCUPIED AS Seigle Family DwellingW/twocar garage IN ACCORDANCE WTfH THE PROVISIONS�OtTHE MASSA K. i ,SETTS STATE AMMO!C AND SUCH OTHER , , REGULATIONS AS MAY APPLY. 1 X h i l r CertificateiI'ssu t0: 'eachtree DevelopmentlT 23 trySutton Street r 01845 And Ma �torth. Andover Building inspector I I ; I I �AOHTN 0 of 0 No Aor . dover, Mass., COCHIC HE VJ ICK r H BOARD OF HEALTH Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT --- --. AleJ IT T G, �.....�.. ..... ...... ............................ tF on has permission to or JG� * // 1`"7. �t -9 buildings on ... .......... .................. (..... ............. to be occupied a �O .�F 3.. . ..., .4.4� !!•.,provided that theperson epting thi permit sh every respect conform to the term the application file i this office, and to the pro isions of the Codes an y-Laws relating to the Inspection, Aft ration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough l 4 PERJEES R\1 6 ON ,- ELE CAL INSPECTOR Rough A* -�a........ ...........A............. .. Service BUILDING INSPECTOR -..: -� Require ;. - � ,-.. X1.1% ;� -rnu e����ire to ���d��, ���vd 1, ��b GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough No Lathin or D Wall To Be DoneFIRE Until Inspected and A roved b the Building Inspector. DEPARTMENT P PP Y 9Burner Street No. SEE REVERSESIDE smoke Det. i .i Town of North Andover 0k�ao a g � Building Department , b b 27 Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 APPLICATION.FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS ' Il o f?ych u L arty_ LOT NUMBER I S SUBDIVISION 10CII�e.G (�►'1 DATE REQUEST FILED E q O J DATE READY FOR INSPECTION TEN (10)DAYS NOTICE PRIOR TO CLOSING DATE IS REOUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME..A RE-INSPECTION FEE OF TWENTY-FIVE ($25.)DOLLARS WILL BE CHARGED IF THE STRUC7DO;ES NOT MEET ALL APPLICABLE CODES. f SIGNATURE . Pra 06 r OFFICIAL USE ONLY `. LC C, ROUTING D.P.W. —WATER METER DATE Sy// D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THEE INSPECTION REQUEST DATE. � W SIGNATURE/DPW AUTHORIZATION Peachtre .. A December 9, 2005 Mr. Gerald A. Brown, Inspector of Buildings Building Department Town of North Andover 400 Dsgood Street North_Andover, MA 01845 Dear Mr. Brown: We are requesting a Certificate of Occupancy inspection for 116 Peachtree-Lane(Lot 15) at Peachtree Farm on . Please let me know if you have any questions or if you wquld like to schedule a time to walkthrough the house. Thank you for your attention to this matter. Sincerely, Brian;Darcy Project Manager Peachtree Development, LLC Peachtree Development, LLC P.O.Box 907• North Andover,MA 01845 • 978.327.6540 Fax/ 978.327.6544 • www.Peachtreefarm.net NORTH Tovm of � 0 No. n0 = L A dover, Mass., ' I-�o COC MIC NEwICK � _ .�� ► • Zt. s7 5 RATE D PPP 5 S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT............................ ..... :I`tly.. C.......................................... Foundation has permission to erect.......4 ?oc?�............... buildings on . .LS-..I. . �c �CCt-tr�t...kPCA3V...... Rough to be occupied as S t (�E. A/N!... .. .; o .s. G�. `�,� ► ( -... A.6. Chimney provided that the person accepting thif permit shall in every respect confor to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough ..... .......... ...... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occl.cpy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Budding Inspector. •S. W-osg 4 9 Burner _ 17-74* 3 ^ Street No. SEE REVERSE SIDE Smoke Det. . NpRTH Town of And 0 CON LA dover, Mass., Z. Z ? ®S A- COCMICMEW CK • ORATED PPS` C� E BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System 14 d BUILDING INSPECTOR THIS CERTIFIES THAT... . .. . .................... Q- ". ,.... ........ ............................................ ...................... Xundadon has permission to ere ... buildings on fi � ..... .. .�I.. to be occupied as.. 1*.4 Q v; .).go.. / .. /�onjl ..12~ Chimney provided that the persona pting this permit shal very respect comm to the terms of the ap ioFinal this office, and to the prov ons of the Codes and -Laws relating to the Inspection, Alteration an onstru ' Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION]j STARTS Rough Service . ..................... ....... UILDING 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. NORTH Town of 4Andover kk L A dover, Mass., dczo �A COCMICKEWICK ORATED P`P� f�{I '9S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System .� BUILDING INSPECTOR THISCERTIFIES THAT........................... .......... .. . .. . . .. y.. .......................................... Foundation has ermission to erect.................... 5— 1 c p wors7 buildin s on . 'x.....L........I... .�f 14� `T►C�-..........k&&)v...... Rough to be occupiedas S tl�E.t=�lM!.�.y..a�.; o .s� .�.�?G?. `'�.�.r;aq-... .Cr�141!�. Chimney provided that the person accepting thif permit shall it every respect confor to the terms of theapplication on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration aConstruction of Feral Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR • Rough ..................... Service ........... . .... .......... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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 .S• D�T�� street No. '�1g8 SEE REVERSE SIDE Smoke Det. ORT1y Town oover4 0 No. A dover, Mass., n-c o COCHICHEWICK y�t• ' f �`-gat ADRATED p'P�` -`� ■`-I� 7 `s BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR 16 THIS CERTIFIES THAT........................... .......... .... ,,.. t�1� r.....A;; Willy.. .......:.. ............................... Foundation has permission to erect....... ...................... buildings ...... .. .�.. ... `. ... +PCAAE...... Rosh to be occupied as.S,im4U. - iJ O Chimney n y provided that the person accepting thi permit shall ld every respect confor �tolthe 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 PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough • Service .... ........ . BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. Burner DEPARTMENT 4 S. Street No. SEE REVERSE SIDE Smoke Det. ORTH r O Of �_ over r - 4 No WIV �,o --- LA E dover, Mass., Znwv�,OaC A- COCHICMEWICK ATED F` ' allow P�` �5 7 H BOARD OF HEALTH PE Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT JIT T ................................ Foundation • has permission to ere A A . ......... ......... buildings on... .......... ...... gh .... .. .... to be occupied a .•..rsleopns . ..•..... ..moi' ... fpos.. F..� ....&..��w. ......... annoy —1 ACh' provided that the personting thi permit sh every respect conform to the term the application file i Final this office, and to the pro of the Codes an y-Laws relating to the Inspection, Att ration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Roush Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION TARTS ELECTRICAL INSPECTOR 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. 4157 Date...'�:3. -ez 14 TM TOWN OF NORTH ANDOVER p PERMIT FOR WIRING SACMU`'Et wThis certifies that .............................;.......................................,...................... ...1 has permission to perform .G.1 wiring in the building of �........ �.. .. ..... ................./- ..................................... ,North Andover,Mass. Fee. .7/�..... ....Lic.NoF �� �/ ..... ....... ELECTRICAL NSPECT�� Check # s 5666, CC776 66LLss 'k V' , 1IM UUlyhyluly VVEAL,�i Ur 1rr1L3L3nF_"Uuui l u •w DEPARMIE V) FPUBUV%FM Permit No. V�loCo3 BOARDOF 'WP ONRF.GUTATTONS527QKR12Bd U Occupancy 8c Fees Checked APPLICATTONFOR P TO PERFORMELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORD OFF THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFO TION) Dat 05 ^� I Town of North Andover To the Inspector of ires: The undersigned applies for a permit to perf t e electrical work described below. gg � Location(Street&Number) WC)Y U>T Owner or Tenant h Owner's AddressIs this permit in conjunction witha b 'ding permit: Yes No (Check Appropriate Box) a Purpose of Building Vis` AV Utility Authorization No. Existing Service Amps / Volts Overhead Q Underground No.of Meters New Service AmpsL4FVVolts Overhead IZ3 Underground ® No. of Meters / Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA ro 2round No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units h 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 No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER- YES NO Ihavesubrniwdvafidpibdcfsa=oDd e0ffm YES ffyouhmedidodYES,pleaseindicaoe typeof Avmwby dtedklgthe box. nj / INSURANCE BOND [:] affla 0 (Please Specdy) E4imdmD* dc�statt a Estim*dvalleofEbcmcalWak$ Wo D*�� � Final Sig wuarTiepammesof //�� q f FIRMNAME In, 6A / S G , ���' LioatseNa !ti � UC) / Limm Sigum BusirmTdNio. y Z 3 9 63 SAAtTel.Na 2 7& 61& - 969 F OWMR'SINSURANMWAIVER;IamawmthattheLimedoesmthavedEir>stnanoewmagefrits&bU al*vWmtastec}vtadbyMassxh mCmrALaws anclthatmYsignahneon drispearitwai�sttl�tegtl¢ana�t (Please check one) Owner Q Agent 04K Telephone No. PERMIT FEE Signature oV Owner or Agent 1 I 1 rm L'u1 LYlun 1+VEAL! Ur iV"U3 nL'"vas I J "•••� ��' �� DF.PAMIDVf MBUCSAFM Permit No. a V�lo63 BOARDOFFM ONRF,GULMONSW CW 120 0' Occupancy&Fees Checked E,527 CMR 12:00 A PPLIC.ATIONFOR P TO PSERFORMELEACHUSSTS ELECTRICAL DCTRIC WORK ALL WORK TO BE PERFORMED IN ACC ORD NCE WITH THE (PLEASE PRINT IN INK OR TYPE ALL INFO TION) Dat ' : Town of North Andover To the Inspector of fres: The undersigned applies for a permit to perf t e electrical work described below. Location(Street&Number) b { - ( L& T s , Owner or Tenant Owner's Address Is this permit in conjunction with a ding permit: Yes® No (Check Appropriate Box) Purpose�of Building ``' `�' , '" 1 ` - : jfil ty Aa th fixation No. Existing Service Amps / Volts Overhead a Underground rl No.of Meters —_ New Service° �• MP3 4, N:q�blts- Ovefiead U ¢e ground y;Noo'f Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No.of Transformers Total No.of Lighting Outlets No.of Hot Tubs KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round 0 ground ri 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 FNo.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices of Dryers Heating Devices KW Local a Municipal Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis Wo.Hydro Massage Tubs No.of Motors Total HP THER Com.Ptusx>antmlhetequitr3naiSaf�GalaalLaws orilssubslantial YES NO aamaiLdiTty RiScyi duckg Coves *a LJ subrrttnad validP� oe efsatrteIDdrOffYES ffynuharedreloc[YES,pleasetndicale rArofanerawby svRthe boot ArxE BOND � oTI�R r 64t 16 � t� Estim*dVatreofa chiral Wtxk $ 3 aatal ,�VodceoSratc � � F - SIA Ptmaltlesof ins n1 F6 i i4- 1 � LioalseNa r! 0/A sign�ne IeNo Btlsir=Tel No. -77 73 3 97.3 r -L AlTe1Na C)`2 fir 6$a &T) _ ,VTNZS 'SINSURANC'EWAPA5;IarnmmethattheLi=wdoesrtothavethe irmWalequivalataswgatedbyMm=hmMGalaalLaws anddauW9grA=cnthispwnkapplicationwaivesttigmaq onaot (Please check one) Owner Agent /'� !V, Telephone No. PERMIT FEE `� signature ot Uwner or AgenE L:3 S45'q✓CcE: 1� 0 v 6) QZ 3 � 2cj_ DS- cT Date.A"�7 f NGRT11 9 o?°.,;�`` :•�."ooh TOWN OF NORTH ANDOVER PERMIT FOR WIRING SSACMUS� This certifies that ....'��.......:. ./..�..:........... .... .::., .............. has permission to perfoL . ........ ............t ���........ wiring in the building of ✓ .6: � ,/...,.:..!-1..:��: ..... at / CcC„ /�C.: :: ., t Ando,Mass. ,.. / G l V Fee..��.��.!.�.t)... Lic.No% .........,,1...��` .:......�1.:.J�-..... � . ....... ELECTRICAL INSPECM `,v Check # 5649 CommJenf of assachusetts Official Use-Only r Depf Fire Services Permit No. 9 Occupancy and Fee Checked �. . t. BOARD OF FINTION REGULATIONS [Rev. 11/991 leave blank APPLIC T �PERMIT TO`PERFORM ELECTRICAL'WORK All work to eccordance with the Massachusetts Electrical Code(MEC),527 CC/MR 12.00 (PLEASE PRINT IN INK OR ATION) Date: �—A/ DCity or.Town of. To the Inspector of Wires: By this application the undersi e A h_is oor her i tention to rform the elect Fcal work descri ed below. Location(Street& ber) .�G°��i�-- Owner or Tenant ` Telephone No.� - 5 � Owner's Address Is this permit in conjunction with a building permit? Yes ❑ „ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number.of Feeders and Ampacity Location and Nature of Proposed EIectrical Work: Installation of Security system Completion of the followin table maybe waived by the Inspector of Wires. No. of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ In- ❑ o.o mergency ig mg rnd. rnd. Batte Units- No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No. of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges _ No.of Air Cond. Total No.of Alerting Devices Tons g Heat Pump Number Tons KW No.of Self-Contained No.of Waste Disposers . -. Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent No.of Water KW No.o No.of Data Wiring: Heaters Si ns Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent (OTHER: Attach additional detail if desired,oras required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify) .�� (Expiration Date) , Estimated Value of Electrical Work: ! (When required by municipal policy.) Work to Start: _ Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: Security LIC.NO.: 1 Licensee:' John S. Bassett Signature LIC.NO.: 1533C (If applicable,enter"exempt"in the license number line) Bus.Tel.No.: 603 594 5928 Address: Alt.Tel.No.: y OWNER'S INSURANCE WAIVER: I am aware that the Li see does not have the liability insurance coverage normally &! • required by law. By my signature below, I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent �+ Signature Telephone No. PERMIT FEE: $ r I Atlantic Design Resources Ltd. 152 Portsmouth Avenue Stratham,New Hampshire 03885 Phone/Fax 603/418-0764 HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJECT LOCATION 116 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts 01845 PROJECT 204090 Rev. THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS.WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT THE INSTALLER'S ALLER S DISCRE TION WITH THE APPROVA L OF THE AUTHORITY HAVING JURISDICTION. 1 Atlantic Design Resources Ltd 152 Portsmouth Ave. Stratham, NH 03885 H Y D R A U L I C . C A L C U L A T I O N S C O V E R S H E E T 116 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 94 RESIDUAL PRESSURE (psi) 36 RESIDUAL FLOW (gpm) 995 B O O S T E R P.0 M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 18 MINIMUM PRESSURE PER SPRINKLER (psi) 18.37 THIS SYSTEM OPERATES AT A FLOW OF 36.15 gpm AT A PRESSURE OF 43.94 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM ====018 COPPER TYPE='L' 009 BLAZEMASTER CPVC Atlantic Design Resources Ltd 116 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft qpm Total Velocity Normal 21 4.20 4.00 18.00 18.37 0.00 18:37 22 4.20 4.00 18.15 18.68 0.00 18.68 THE SPRINKLER SYSTEM FLOW IS 36.15 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ J THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 94.00 psi RESIDUAL PRESSURE 36.00 psi AT 995.00 gpm TOTAL SYSTEM FLOW 56.15 gpm AVAILABLE PRESSURE 93.72 psi AT 56.15 gpm OPERATING PRESSURE . 56.17 psi AT 56.15 gpm PRESSURE REMAINING 37.55 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. . # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Atlantic Design Resources Ltd 116 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi)' (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn . 1 2 36.15 75.00 23 3.32 120 18 1.265 0.156 0.000 56.17 43.94 12.23 2 3 36.15 8..00 22354 4.98 120 18 1.265 0.156 1.7331 43.94 40.18 2.03 3 4 36.15 32.00 2232 5.98 120 18 1.265 0.156 .0.000 40.18 25.26 14.92 4 5 0.00 21.00 32 9.27 120 9 1.400 0.000 9.100 25.26 16.16 0.00 4 6 36.15 50.00 32 9.27 120 9 1.400 0.095 0.000 25.26 19.61 5.65 6 21 18.00 12.00 3 3.31 120 9 . 1.109 0.081 0.000 19.61 18.37 1.25 6 22 18.15 8.00 3 3.31 120 9 1.109 0.083 . 0.000 19.61 18.68 0.94 A MAX. VELOCITY OF 9.22 ft./sec. OCCURS BETWEEN REF. PT. 3 AND 4 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH I Let#116 Peachtree Lane N.Andover,.Ma NFPA-13 D 2 head sprinkler test 150.00 , # , 140.00 130.00 120.00 -- P 110.00 100.00 El 50.00 r i S 80.00 � I t i 1 --� _ �_.. _! _.. T w._ S 70.00 60.00 z sem- R 50.00 40.00 __-� _ I 30.00 ----,.- �- r = , 20.00 10.00 0.00 0 500 1000 1540 2000 S upply 36.00 psi �955.00 gpm FLOW 56.17 p:i 56.15 gpM m......._..._...-.._,.<...s.,.0<.,,.b.. ,..,�...x_,.........9_........a..<..._a1s,.. ...-..........�..r-�._�wk�r,..�..<, ,._... -..i.._.,._.,-..a.ray,�..._.....,._..+.._.u.-.._.,........._._.......,. ... _...�.v. -a_a....,.,. I- I i i i I y Fire & Building Products EENTRAL 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 integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. Flush Pendent Sprinklers are decora- p p p g tive, fast response, fusible solder The.installing contractor or sprinklel sprinklers designed for use in residen-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. . . r apartments, dormitories, and hotels. When aesthetics is the major consid- oh rinklerlModei eration, the Series LFIi (TY2284) p should be the first choice: identification The Series LFII are to be used in wet pipe residential sprinkler systems for Number one- and two-family dwellings and manufactured homes per NFPA 1313; SIN TY2284 Wet pipe residential sprinkler systems for residential occupancies up to and. Technicalincluding four stories in height per. Operation NFPA 1311;or, wet pipe sprinkler sys- tems ys- Data temsforthe 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 quired residential flow rates at reduced components of the sprinkler to fall pressures,enabling smaller pipe sizes 175 psi(12,1 bar) away. At this point the sprinkler acti- and water supply requirements. Discharge Coefficient: vates with the deflector dropping into The flush design of the Series LFII K=4.2 GPM/psi'/2(60,5 LPM/barl/2) its operated position (Reference Fig- (TY2284) features a separable es- Temperature Rating: ure 1 C),permitting water to flow. cutcheon providing 3/8 inch (9,5 mm) 1620F/72°C vertical adjustment. This adjustment, Vertical Adjustment: reduces the accuracy to which the pipe 3/8 inch (9,5 mm) drops to the sprinklers must be cut to help assure a perfect fit installation. Finishes: Sprinkler and Escutcheon: The Series LFII (TY2284) has been 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 1 of 8 JANUARY, 2003 TFP42O Page 2 of 8 TFP420 1 i Minimum Flow N and Minimum Flow N and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area tel Ft. (Max.2 Inch Mise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 121nch. un) for 12 Inch Run) than two sprinklers in'a:.Compartment. (m x m) .162"F/72"C 162"Ff72"C 162°F/72'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 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20. 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Requirement is based on minimum flow in GPM(CPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-tactor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER ■ manding sprinklers.The minimum re= Design quired discharge from each of the four Beam Ceff ing 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-t1L Listed for installation temperature rating and the maxi- C-UL Listed for Installation In residen- in accordance with the following crite- 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 de- installed in accordance with the follow- When conditions exist that are outside manding 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 may be 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 tion as"primary beams";and,to iden- may be utilized. Operational Sensitivity. The sprin- tify the beams that run principally per- H Hydraulic Design. The minimum re- klers are to be installed in the flush pendicular to the main beams,as may Hired sprinkler i flow rate for stems Position per Figure 1 with the provided be present (or In some cases may be qY escutcheon. designed to NFPA 13D or NFPA 13R necessary for proper sprinkler protec- are given in Table A as a function of Sprinkler Spacing..The minimum tion),as"secondary beams". 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 speck A)being hydraulically calculated(e.g., Primary and Secondary Beam Posk fied 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- - h TFP40 r , Page 3 of 8 WRENCH RECESS ' #4948 i WRENCH&SOCKET COMBINATION 3/32."(2,4 mm)TYR FACE OF DO NOT SPRINKLER OVER-TIGHTEN r_ -� FITTING WACCEPTS WRENCH , t_ 1 318'SOCKET 29/3213/16' #4947 DRIVE \ (23,614,8 mm) SOCKET \ FIGURE 2 CEILING LEVEL. MOUNTING SPRINKLER SOCKET TOLERANCE SURFACE WRENCH&SOCKET COMBINATION LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2'(50 mm)DIA. \ 29/3213/16' l_ _1 2-1/4' (23,0t4,8 mm) (57,2 mm) HEAT. COLLECTOR FIGURE 3 O C PR TE TIVE CAP REMOVAL TOOL 2-15/16°(75 mm)DIA. B 1/2'NPT f- -� 7/16'(11,1 mm) NOMINAL MAKE-IN 9/16'(14,2 mm) (_ J 15/16'(23,6 mm) C� DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII(TY2284)RESIDENTIAL FLUSH PENDENT SPRINKLER i i 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- tional shape of the primary beam may dentia)Sprinklers. A z be rectangular to circular. Sprinkler Coverage Area and Hy- Secondary Beam Cross-Section. draulic Design. The sprinkler cover- E: E Maximum depth to be no greater than age areas and hydraulic design criteria m+C! theprimary beam and the maximum as presented in the Table A for"Hork width is unlimited.The cross-sectional zontal Ceilings"are to be applied. N shape of the secondary beam may be Sprinkler Position. The bottom of m CU 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 wall to cen- 23/32 to 1-3/32 inches (Fig.4A).The FLUSH ter of the nearest beam and from cen- vertical centerline of the Series LFII TY2284 POSITION ter to center between beams. (TY2284) Flush Pendent Sprinklers is . Secondary Beam.Spacfng.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 4B). E E Secondary beams of a depth equal to the primary beam must be placed so NOTES N 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 m 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 LF/1 (TY2234) length, the installation will require the Pendent Sprinklers allows for the TY2284 use of secondary beams as described sprinkler drop to be placed adjacent to ONE H IIM BEAM above. Otherwise, secondary beams the primary beam. WIDTH PLUS need not be present. Beam and Soffit Arrangements. A 2•(50.8 mm) Secondary beams of across-sectional soffit is permitted to be placed around depth greater than one-quarter the the perimeter of a compartment with depth of the primary beams are to be the beam arrangement within the sof- a minimum of 3 ft. - 4 in. from the fited area(Fig.6). 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 UNDER PRIMARY BEAMS ter between beams(Fig.5C). an obstruction to water distribution per Secondary beams of a cross-sectional the obstruction rules of NFPA 13 for (Refer to the"Beam Ceiling �` residential sprinklers. Design Criteria"section) depth no greater than one-quarter the 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—�-�—A— ] DISTANCES ARE ¢ ¢ ¢ MEASURED TO .14'(356 mm) COMPARTMENT MAXIMUM WALL FACES AND TO CENTERLINES r V OF BEAMS A=3'-4'to 6'-0',(1,0 10 1,8 m) FOR PRIMARY BEAMS HAV- "r ING A114'(3W mm)MAXIMUM DEPTH PRIMARY -0'' 61 m BEAM 20 ( , ) MAXIMUM COMPARTMENT ' WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0-(6,1 m) A A- A—:-I IF ¢ ¢ BA=3'-4'to6'-0'(1,0 to 1,8 m) j FOR PRIMARY BEAMS HAV- SECONDARY .( B INGA.14'(356 mm)MAXIMUM BEAM ¢ DEPTH B-20'-0'(6,1 m)MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED "r 20'-0'(6,1 m) COMPARTMENT WALLS " FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0'(6,1 m) A- A vjA—I ¢ ¢ ¢ ¢ C A=3'-4'to6'-0*(1,0to1,Bm) :'' '; "`:' :"i":^c`''"'-`:•:�:- FOR PRIMARY BEAMS HAV i ING A 14'(356 mm)MAXIMUM SECONDARY CDEPTH BEAM ' C=T-4'(1,0 m)MINIMUM FOR `7r ¢ SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS * PRIMARY —or— BEAM C-ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING `4 DEPTHS UP TO 25%OF *REFER TO PRIMARY BEAMS FIGURE 5B COMPARTMENT FOR SPANS WALLS ' EXCEEDING 20'-0'(6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURES 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 warrant Procedure docu- ment, �as well as with the applicablecable Y 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(TY2284),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 of a fire or inad- components which have been subject . Escutcheon: vertent operation may result to misuse,improper installation,corro- sion,or which have not been installed, Escutcheon for Series LFII (TY2284), 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 Associa- (specify). Inspection Service. tion,and/or the standards of any other Authorities Having Jurisdiction. Mate- chrome.................. 56-123-9-001 rials found b Tyco Fire Products to be white.................... 56-123-4-001 y y Black.................... 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- assume for it, any other obligation in sumes, nor authorizes any person to dentia) Flush Pendent Sprinkler, P/N connection with the sale of products or 56-000-4-947. 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, P/N 56-000-4-948. incomplete information supplied by protective Cap Removal Tool for Se- Buyer or Buyer's representatives. ries LFII (TY2284) Residential Flush INNO: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 FIT- NESS FOR A PARTICULAR PUR- POSE Page 6 of 8 TFP420 SECONDARY. ;....:..:..:.....::.::,....:. ......,...,:.....rr;;ri:•: BEAM PRIMARY *USE DISTANCES SHOWN BEAM IN FIGURES 5A,5B&5C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES FACE OF SOFFIT COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) fitting to the mountingsurface will be Installation nominally 29/32 inchs (23,0 mm) as ,pare and shown in Figure 1A. The Series LFII (TY2264).must be in= Ste 3. With pipe thread sealant a Maintenance stalled in accordance with the follow- P P P P- 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 NPTsprinkler 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 ft.lbs. (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. tified. 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.Modi- cracks,including cracks on the protec lust 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 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 lation. 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- aeries09 «Engineeredforhigh 'Sizes. /4" - 2" capacity relief" Reduced Pressure Zor .`To prevent back-siphonage and backpressure of con- Patent14,241,752 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" t 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 a 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,3/4"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 mechanicalfirrigation system flow rale(7.5 feet per second) PC-with internal Polymer Coating ^909 • LF-without shut-off valves 16 Prefix U- with integral body unions(3/4"and 1".only) 12 FAE-with flanged adapter ends(1'/4',1'/x",2"only) a 8 Features 4 • Quarter-turn ball valve shut offs • Replaceable bronze seats 0 5 10 15 20 25 30 35 GpNj Designed pressure drop • Modular design 5 73 10 15 20 FPS Simple and economical service • No special tools required for . 11,909 High capacity relief protection servicing 20 against combined back-siphonage/ X15 backpressure backflow 010 Standards (see page 3) Pressure-Temperature 1-71-71-15 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- z0 1 1/ 9091VI7 • able for supply pressure up to 175 psi and water tempera- ture u 210°F for a p to harsh water conditions. 15 c� Connections 5510 a 3/4"-1" 9090T has NPT female threaded body connections. 5 1'/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 Dimenslon(i ches) Wg.(Ibs.) 5 7S 10 15 20 FPS inches A B C 0 E F I G I H wto strainer 20 1 1/2"909M1 21 Yi 17'/4 7Yie 4 41/4 11'1 6% 31/e 151/. 14 1 22'/4 U71/ie 71/ie 4 41/4 13 7 37/e 17'/2 15 15 1'h �27 5Ye 205/e 101/e 5 6% 14 7'h 5'/ 423'4 40 1'/: 1/ie 211/a 101/e 5 65/e 15 71h 5'/4 44 40 a10 2 01/4 235/e 101/e 5 6 5 c- A e - 0. - 10 20 30 40 50 60 ,70 80 90 100 GPM D 2"909M1 5 7.5 10 15 FPS 20 Am N AP U)10 I p e ( 909OT-S A—' .H 5 L -L g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 7.5 10 15 FPS VSR-SF VANE TYPE WATERFLOW ( apo FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal CompanyPotter Electric Signal & Mfg., LTD. 2081 Craig Road• St. Louis, MO 63.146-4161 55 Glen Cameron Road (314) 878-4321 •(800)325-3936 a 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 m 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) k: 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC -,;.. Conduit Entrances: Two knockouts provided for 1/2"conduit. Usage: Listed plastic,copper and schedule 40 iron pipe. Fits pipe sizes- 1", 1 114", 1 1/2"and 2" Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2" polybutylene. (CTS-Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. •NEMA 4/IP55rated enclosure-use with appropriate conduit fitting. -Temperature range:40'F to 120° F(4.5"C to 49°C) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler. NFPA-13 ,. . One or two family dwelling NFPA-13D Stock No.1113000 Residential occupancy up to four stories NFPA-13R U.S. PAT. NO.3921989, CANADIAN PAT.NO. 1009680 National Fire 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 adapters.so 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 MPAGE 1 OF 2 MFG.#5400802-2/97 ER VANE TYPE WATERFLOW VSR-F (Bell! 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 FOR DESIRED OF RETARD NECESSARY TO PREVENT -® ALTERNATELY TO AN AMOUNT EVENTUAL 50FTrL85 FALSE ALARMS, A "B" SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO "B". I 0� M. /923-3 CAUTION: TO INSTALL,DRILL A HOLE AS INDICATED: MOUNT ON PIPE SO An Ur11r1SUlated section Of 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 2 U2' 1 •t/ts' (SOmm to 65mm) (33mm3mm i2 t2mm) ROLL PADDLE IN separate connections. OPPOSITE DIRECTION The wire must be severed, 3•to 2.0118' . OF WATERFLOW thereby providing supervi- (eomm to 2oomm) (5omm:2mm) Sion of the connection in the event that the wire DIRECTION OF becomes dislodged from WATERFLOW under the terminal. APPROX. RETARD SETTINGS (IN SECS.) ,\ 0 A E . DWG, 1761-30 ' 0 10-25 120!-:40J�5p_7060-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER STYLE 8 (CLASS 8) END-OF-LINE RESISTOR CKT. OR 'BATTERY POWERED (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ON CLOSE.ON ALARM ALARM ALARM EOL RESISTOR SIGNALING DEVICE NOTE: FOR SUPERVISED CIRCUITS SEE "SWITCH TERMINAL CONNECTIONS' DRAWING AND CAUTION NOTE (FIG. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION OPEN ON CLOSE ON TO ADO'L f FROM ALARM ALARM DEVICES OPEN ON I`/�I�CLOSE ON CONTROL OR RETURN ALARM �+/ ALARM Pia _ TO CONTROL NOTES: DWG. #761-15 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.#8800001-REV L PAGE 2 OF 2 MFG.#5400761-11/95 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. ' a ;f Code-3 Horn and Tone meet N.FPA/ANSUISO ;. temporal pattern for standard emergency evacu- ation signaling. Audible and strobe can operate from a single t 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 CurrenfiRatings Model MT 12/24MT-24-LSM (Horn) (Strobe/Horn) Stock No. 1610914 Stock No. 1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.386 99 93 Bell 0.014 0.012 92 87 0.379. 0.377 .92 87 March Time Horn 0.040 0,023 99 93 0.405 0.388 99 93 Code-3 Horn 0.040 0,023 99 93 0.405 0.388 99 93 Code-3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 H VL o 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED,IN,USA MKT.#8850002- REV A PAGE 1 OF 2' 11/95 { + l a { •T�r I 1�Q G� Tt M`�• a a 9ar:`r:°:a !• fat I +•' d'• • °• i` °k O�r,�•� �(S($�'f�J,{�p�i•�. •'tir••)'i•Gt .:,��•p:•,.'�a4•rr'a N' y EJB,'':•• i t r C�1 ,'i:ry:;� •, . . •r,•i •o ma,.,p :.r•:• '.� �•::•. :�� e, •:dor opo . rrr//Y ;r ;`!r, pP•• • O;j•''•.••,J'• •,Y p�l�,`,�J,�� o � ,�1+1�,r /;••°�f,o' .,. .:5 }I'rC Z• ••�talrf�r t rp �'-•.. 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I��•!1,'b'• ��S�:• •.a• o°OF:•:':;.!:;::j•���% 22 ,.,t '��n 1 1'•p.•9� yi:':::'+:'.;,mt'+ �r'♦ ;.�r�• r'°o°° '�' O• F�e�Pox. a •. .0°•I%:•7'•};:�;).., �, I.�i• ••e::i::/:Yl'T.j•• •l. ti)a f.t} to AT' I ,;;.l.ii r�• :.A;. i• 1•�`✓ vba • a y�.°•::;t�,1,,�•� Yt �: o �ab ;1 T ,v'ryj iJ •7 r .,.Q }�(T:; J11 '.�.i.• •: ,.QO*B r `7,�,p w Geo 9r�' •fir J, , 'f J((•'' 1 Y J.::�:!:�.rf7, pa}�o�,ol.. 4 r�Oo✓a'1: h •.r.l•).,:,•?'••' � •�.• 1' M� J f I:_: ' '�`� ,;�'•:�° e � �qy' nlr • h ,.�... r qy pr Y 6b:r.. �' t:: '�• �. :,`a•'do b s' ''' :Y�e�4!'{1 RQ• �`j'r+ .�,... .' yJ,`,y} '"••','•• •• -'':'',• G" • .:r:.: i':':: Iib•"• ?:i 1t;:•� .•r• : �p p• ••••:r::.!�•• r y O. ,• r•' �:! 1 i:.: t'h�l:. • q4 y Jr o I {, 1 'L'.;ij::!:�,: .•,.�!r•''� �o� •�'>• �e�••` ' '•d•;S,s..l�:r�lrti:.:•!,,b .pb H•?•:Ct�.la ?%,�µ;YJL:'4)�..` Sr.-•'J:y;S:�.Ia:'.1��r;i�r%4�lr�pyrr:,�•,.}fy'�,: '��,,•'':L''�':•�•?G,.`1':•r:o'••'r,•'A•••'''•.••w'o"�B 1'i 1►�Y••:•nJi••�o h`.�a•"1�r,'►o :.q•r..,fly-..L.:'. {F'.),c,2.j'r�•�77T:�'�•4�''•�•• •.'1'1'�r•r�°y••r.,,•ea•',;�:','':'rI•./';.'',t'{`.'/t•�l�ti��,.9�2g��t'q�1 icE�I'n�r`7.•4•nQq�1,f.!:g:.<C<••�.:;.r?•J:�r,.;;:.�''yr�,.:':,a:.:?.r��,•%j.aa iJ 3,"fi/>�'i,r>y•,;••5.r:.,h n111'``<:!,'+r•''..':•4e',a./�1 :"1'f�.�',♦�+;;,.,,••,a'!f•• foY ', d .. o 9'7� v p :1•'':�;4y!•;.`'�'.•'!'.•'�;•�°:•''r'.;:lja�rJAdT5 -8- A,e4, . 'lo '.,..n•v�K' ::�•'(•., ' •?r"' ;;Ql�t _•A +'4/ +yti/ •G►• p: „•?qo I(�,. b �'ki r .G ♦ ,�•.` ' 'a• _ t1r7'r.r , �JYaA:. lla.. 'y,l•.�f�,. INSTALLATION INSTRUCTIONS Fumes: If the filling cup is above the highest sprinkler, use the following installation procedure: FireFighter and FireFighter PG have no hazardous fumes: 1. Close the water supply values.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 ' 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 ;gip conformance with any state or local health codes. the system. Please contact your local health authorities if you ;,'f,:� �; have any questions concerning the codes in your area. ,` If the filling cup is NOT above the highesto sprinkler,use one of the following installation .Maintenance: •'�"G°+ 4 r aM1 procedures: m , _:;� 8°fir• � 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. S .li`� shown in the diagram below. To test the freeze protection level of FireFighter,use a .ya 2. Tighten the sprinkler heads and open the valve 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°F flow protection,the `;�' �',...;.:,.;.... •..., , • .. above valve #1 are empty. _ specific gravity of FireFighter should be 1.141 at 77°F. 3. Close valve #1. Close the filling connection valve. To test the freeze protection level of FireFighter PG, Slowly open the supply valve wide. use a small hydrometer to determine the specific gravity of the solution.To maintain a —15°F flow :t'. :?r:`; or: protection,the specific gravity of FireFighter PG shouldv%��'' � p: be 1.030 at 771F. Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked #2 in the diagram i`_Y i_When the test indicates that the solution r � ton has below: ,Y weakened, empty the system and replace with fresh FireFighter or FireFighter PG, according to the •rid y HEATED AREA UNHEATED AREA installation instructions, .Ga a� Filling Cup Sprinkler Head Water Supply -r,�t •'�'�:'' '° I � � �® •ref Non-Freezing c: �.:;,•... ''Sty°;: `'. � ' _7n•n '`..':{ �n :•..:;: ;: "�— SolutionIti 12 ins. Approved µT' o •`:11�' .,. Indicating •� ValveWall ` ft. n i J ".v Drop 5 ?,tip• '. '��;�: �o mi #2 %sio -- — ' Check Valve �{ a ,$� r:.:..•, [1/32"hole in Clapper] LDraln Valve o.� 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: I and other water-like fluids in sprinkler systems _Density at 77°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 ms or equipment,men t, and/or _pH of FireFighter is 7 toxicity to humans or animals is a concern. _.Boiling Point at Atmospheric Pressure(760M m) is 212°'F FireFighter is compatible with all approved types of pipe, including BlazeMaster`, CPUC sprinkler pipe FireFighter PG: and fittings. _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise FireFighter PG is compatible with all approved types ' 1 _ pH of FireFighter PG is 8.0.9.6 • . of sprinkler pipe systems,with the exception of CPVC. _ Boiling Point at Atmospheric Pressure(760 mm) - tY 'i is 222°F Sizes: .5���•. Freeze Protection Properties: FireFighter and FireFighter PG are available in. v . —One gallon plastic bottles(6 per case) FireFighter and FireFighter PG: <: _Five gallon pails —Minimum Fluid Flow Temperature is—15°F -30 gallon drums •�. <ti,. _Minimum'Burst"[Hard Freeze)Temperature is—50°F -55 gallon rm —5000 galIon tank trucks b' .;;;;;•.. Flammability: ' Color: �` o•:::,':: ,; J, , {<<.. FireFighter and FireFighter PG are not flammable �' since they have no measurable flash point(Pensky- ° '' Martens Closed Cup): however, both products can ,• FireFighter is orange- r ,ti e ° _FireFighter PG is red flash or burn if the water content is evaporated off. .• APplications: � FireFi9 titer: - • ��•a! r• �';•,�'< _Flash Point is 350'F, ,:'•. Wet fire protection sprinkler systems �. _Fire Point is 400°F**. , dR � Ingredients: FireFighter PG: � _Flash Point is 214°F'' r...'. _Fire Point is 220°F"�' FireFighter: � ' --:Y: Active Ingredient: Glycerine a —Other Ingredients: Water Toxicological, Environmental and Health Viscosity Reduction Agent Information: ::4''' Dye ° 4, FireFighter and FireFighter PG are virtually harmless ,.. FireFighter PG: ':` i'`, to animals or plants: however,the disposal of these ? —Active Ingredient: Propylene Glycol ° r4� materials should be in conformance with national, _Other Ingredients:Water �''} �; state, and local health codes. ? ;- Viscosity Reduction Agent Dye FDA References: GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe"by the Federal Food and 1 c' ;A Drug Administration. ' er v� yr0o 1": .1y •.:,rr . .o• VM1 FireFighter Freeze Protection Fluid-is a trademark of The Noble Company. ElazeMastor-is a registered trademark of B F.Goodrich Non-toxic'is used to describe extremely low chronic and acute toxicity T , No maximum sale intake for humans has been established.The product is considered GRAS(Generally Regarded As Safe)by The Food and Or t K- Administration "Cleveland open Cup ' nr i• k 4. .r. RECOMMENDED CONCENTRATIONS FireFighter and FireFighter PG are intended to be used undiluted only.. . .y,��� � oA�as 4 rr''�,, b• �� I 'y V . .':•�,o°a 0o f a•; O o `•..r�•4ry,`,, s h ••AA I� AVAILABILITY ,� ; : ::, :�;-..;:;::�• ° b• •, j ° t v, �,• FireFighter and FireFighter PG are available " - I� , '�',S •hp a!,f+ , �'���-o;,•,;���?°;��;.-.�? 1�� 4 throughout the U.S. through wholesale distributors. b' �•= '' '" ' ° ''"°"'��'r;::: Please The Noble Co ` 1 •: �:..;•re , < t mpany for your local I • .:.. ? "? . ,� representative and wholesaler. 14h , ', ; , p•,'b ; Q;�d °t' ,:;:': r,� ':'•4 at TECHNICAL SUPPORT a•' E . :?, •a��r:t;,`�y''',, .° , r, �;�..• ; Specifications, installation design, installation :o' ,�/.t�;•}},E�;, •;,bb;°�e ; s ��.. �: techniques,and unique applications will be reviewed >! ,►•' `: :'.':::, �`� i�S:•'',� 1 '� '''•'�'` . ° 1' upon request.Address inquiries ATTN:FireFighter .� '� ?4 'F 4 "�»I,�F^;�,.� •' '° `, ;;, Technical Support. i. ,�• ,� r• �' . s available throw h facto representatives Field service i 9 P . and Noble Company staff. Contact The Noble Company ' •,• ', . ' for local representatives. . r:,::••.q :y.• .•• . .. Jt•vj•a"°• ••.: Vy 90 ,. /Q r.•• �114� A.•S o:°o•O eeP"pampa°.:�:'1 'r � i'1yj�' The Noble Com anY '� `Q� .• o�°.►.•;.:; _ '�1� , 614 p �,,� m ° •° Q.°e°•• :- •'�• '.�,'��"•'`;::';:'v° Monroe Street ,• boo. rZ• Grand Haven,Michigan- 49417 ichigan ;: ;• •; ,';,`" �dJt 49417 . c . Phone:IG161 B42-1644 1 `800-67$ —(o6;2 Sl,: .: ' •. : .•• r _. , FAX:16161842-1547 :�• +;ra •,.,..�+�,.'; � ��::::.::...:::.::', , • . . � • r,� 1 �O••. "7,f.'r�,1� J'r/.•:.�y1• •• .•.:!•T:�i�'��i,.•?17..I ••` . • 4 Ir 'r0.•,f�!i:jr:^.',j:`�Nf`�•anS� � ° �:.:�7;1:'i:'?� .,1/,:!:'+4'6 •� ••°r'4� '�{< ••� 1� ,,h 7•�f.:.,v .fe:9�^•• !.',�: ::Ara df`''''•� J 2 ;r;:. , e : ♦ ';•p• .moi �L°,? `�' 7,,e,• � :•1 :. •.baa' •.'• • er C ,♦ � .i••tr 1 rr,' i�,. t1,�.7 ! '•:119,a 'i p.va'I k' P moi J F; Printed In USA N '{/{{;S.�'.�',�r•.!h r• j.X 01989 The Noble Co.Form#FFPIG 289 _ :�''„•�,,, ;i1�, u ,5pl' ',i, ® ed for high �� "Engineered _ Sizes W2„ oa acity relief. . To prevent,back-siphonage and backpressure of con- Patent a 4,24 ,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 r 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 3/a" 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 Capaoi% 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 mechanicalfirrigation system flow rale(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 8 Features 4 Quarter-turn ball valve shut offs Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM Designed pressure drop a Modular design 5 75 10 15 . 20. FPS Simple and economical service o No special fools required for 11,909 High capacity,relief protection servicing 20 against combined back-siphonage/ 15 backpressure,backtiovf a 10 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. rs 15 Connections a io 3/4" - 1" 909QT has NPT female threaded body connections. 5 11/4"-2"'909QTM1 has NPT male threaded body connections. Dimensions-Weights is (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM Size Dimension(li iches) Wil.(lbs.) 5 7.5 10 15 20 FPS inches A B C 1 D E F G H w/o strainer 20 1 1/2"909M1 _ 3/4 21'/4 17'/e Nu 4 4-Y4 11 1/4 63/4 31A 15Ve 14 1 221/4 173/ie 75/ia 4 4'/4 13d7r47 15 15 11/4 253e 205/e 103/e 5—F6 3/e 14 40 11/z 273/is 213/4 103/e 5 65/a 15 40 a 10 2 303/4 235/e 103/e 5 65/e 16 40 5 C_ A e 0 10 20 30 40 50 60 70 80 90 100 GPM o 2" 909M1 5 7.5 10 15 FPS 20 E l �o 15 J _� a 10 909OT-S —e — 5 g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 7.5 10 15 FPS STRENGTH OF COPPER TUBING SAFE WORKING INTERNAL PRESSURES TYPE.K TYPE L TYPE M 0 0 0 0 0 0 0 0 0 0 0 0 Sfze.. :::' 150 F. 250.F. 350 1: 400 F. 150 F. 250 F. .350 F. 400 F. 150 F. 250 F. 350 F.:.400 F. e; In inches `O.D. (PSI) (PSI) (PSI) (PSI). (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI)_ (PSI) . 3130 3030 1980 1300 : 1950 1890 1230 810 sl° rye 1/e ,1/e 15301460 970 640 1160 1120 730 460 116D 1120 730 480 S/�s 1200 1160 760 . 5D0 ijyz `r.:J• is.A r 1�� s/a 1200 1160 760 500 900 870 570 380 750 .730 470 310 �' _'• '3 / ::_;' :•' 1170 1130 740 490 800 770 500 330 560 540 350 230 920 890 580 360 740 720 470 310 500 4B0 320 210 °/4 760 730 460 320 650 630 410 270 450 430 280 190 `�`:a ?: :errs>"`•.:>r s/t;:i9':`.'Y'er?s,r/e 860. 850 560 370 590 570 370 250 400 390 250 170 A. 660 660 . 430 260 510 490 320 210 340 330 220 140 3 550 530 350 230 460 440 290 190 340 330 220 140 4L�;:M ; ',it.:1.1/z- :s•lsje 520 500 330 220 430 420 270- 180 340 330 220 140 450 430 280 190 370, 360 230 150 300 290 190 120 Sr�?. #r<;;• 21/1, �;,'::_2S/e 420 400 270 180 350 340 220 .140 280 270 180 120 410 400 260 170. 330 320 210 140 260 250 160 110 !tr0=:%1' ';-;}`.;; 360 370240 . 160 320 310 200 130 260 250 160 110 eVx�+�;tiyh 4 �, a1/e 370 '360 230 150 300 290 190 120-' 260 250 160 110 sti,t :� ':` /e 360 350 . 230 150 '280 270 180 120 240 230 .150 100. 370 360 230 150 260 250 16D 110 230 220 140 100 „•s„ „;;•.;.;y:.;:8 ;- :::;. 81/e 390 380 250 160 280 270 180 120 240 230 150 . 100 /s 390 380 250 160 290 280 180 120 240 230 150 100 390 380 250 . 160 270 260 170 110 240 230 150 . 10D !cj r -V NOTE; 1500 F S(Allowable.stress in pounds per square inch) 6000 psi 5800 psi 3500.F S 3600 pti « 4006 F'-S 2500 psi ,f�5�, M,• .a 1 �t,4ty° ? `x`4`,"1 r f ti k_ °�'i:.c •. _ .., , ii•ll•: �..�...1 A J1 1 . •'.Ji^�•L'?NAtJi'{�ry'iL.r1�!�,.. '.w'p�m:.�',,.•.�., INTERNAL VOLUME OF COPPER TUBING t " ` Y t Cubic Inches Per Cubic Feet Per Gallons Per ). Foot of Tubing Nom.Size, 100 Feet of Tubing 100 Feet of Tubing (I Inc l < K L M K L M K L M '/`+,. 936 0542 r .405 i �/s 1.524 1.740 1.908 .0882 .101 .110 .660 .753 .826 1: ::•t; ::;. ;,. ' '/:',..,•• 2,616 2.796 3.048 .151 162 . 176 1.132 1.210 1.319 4DDB 4.176 .232 .242 1.735 1.808 /e ' . =ti 5232 5.808 6.204 .303 .336 359 2265 2.514 2.686 '`_`•)`;: ?,';> 1..: : y 9336 9.900 10.488 540 .573 607 4.042 4.286 4.540 ,1/4 . .:::F 14.64 15.12 1572 .85 .88 .91 634 6.55 6.81 11/:' 20.64 2136 21.96 „'x: 1.19 1.24 1.27 8.94 9.25 9.51 2', 4�'y� 36.12 37.08 38.04 as' 2.09 2.15 2.20 15.64 16.05 16..47 '. 21h 55.92 57.24 58.68 �, ' 3.243.31 3.40 2421 24.78 25.40 3 lr r 79..68 81.72 8326 , 4.61 473 4.85 3450 35.38 36.26 31/1, ,`. 108A0 11052 112.80 6.25 6.40 6.53 4675 47.84 48.83 4 Ml 140.4 144.0 146.4, 8.1 8.3 85 60.8 623 63.4 j S nye' 217.2 224A 226.8 12.6 13.0 13.1 94.0 97.1 98.2 6 310.8 321.6 326.4 r r• { 18.0 18.6 18.9 �' 1345 1392 141.3 i 24 Table A-2-3.4 Copper Tube Dimensions T e K Type L Type IJ Outside Inside yp Wall Inside Wall Inside Waii Tube Size Diameter Diameter Thickness Diameter Thickness Diameter Thickness in. In. (mm) in. (mm) In. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 3/., 0.875 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (2.0.6). 0.032 (0.8) 1- 1.115 (28.6) U.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) 1.461 (37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.6) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.8) 0.083 (2.1) 1.905 (50.4) 0.070 (1.8) 2.009 (51.0) 0.058 (1.5) ,2'/2 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) 0.065 (1.7) 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2.945 (74.13) 0.090 (2.3). 2.981 (75.7) 0.072 (1.8) 3'/2 3.625 (92.1) 3.385 (86.0) 0.120 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0.095 (2.4) 5 5.125 ('130.2) 4.805 (122.0) 0.160 (4.1) 4.875 (123.8) 0.125 (3.2) 4.907 (124.6) 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 .(14B.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) a 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4.3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) .0.250 (6.4) 9.701 (246.4) 0.212 (5.4) 1000 INCORPORATED i� CORONA,CA.(714)7373599 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 t1 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 1 from under a flat horizontal surface, such as a ceiling. ) 1 For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. q 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 drive screws or nails) are allowed. Damage has been known to result from installations using impact type + tools. No pre drilling of a pilot hole in wood is required. Order By-Figure number and C.P.V.C.pipe size. Patent Pending Minimum fastener size acceptable, #12 x 1-1/4 hardened°hex head self threading screw. MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A BC (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 {`)YS >� ✓e f F'9 f S f.! '�^5 �P]� �6. S�}.�1: °4� C}. V �1 t 7- ` f 1 1 f... ,7 i/' '/4 ._ .. . ,.._.t, ... . ,-...�at,.�<r,rr.�z.._...��.�,..�,.,,a,.....•..v,...,� ... ,:;�:,., .<I.:,..: ,:<,.,..�f,�.;.5�15 �.,,..,�,:<..,..1;;1/4fi;, ..,.;:1..�,,•..t�,9_ .:... 1 - 1/4 3- 1/16 1-5/8 1 -3/16 6-1/2 5/16 1-1/4 I1 4�`ui"'"'',IM' Fl "5'"-E..! -Ra f`•t]'n' 1 1 �,^' `"x1�, 17^°'Ip(tCx�r+j r Il } -A•"j„'j1 ?. f 'v'.76 _ 1 Y t tY 1G ..�.......-,.1.{..o,,.r.xl..�,.� e�..w�_.�s._._...» _.w.._._,,,v...k.....a11S:we..._..a. ..w:.i:.b.lf ,.u.»ti..GL ....t.... .....,..x .,......._.•_f... ., 2 3-3/4 2- 1/8 1-3/16 8 5/16 1- 1/4 15 RrAnsr-0 s/9I 100 INCORPORATED 32B CORONA,CA•(714)737.5599 [ i 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 "Fyl, 'y tha f - �.A14 y'`hh}f}t f I ,F`�•1 5 u a:-. x -f- I I I i —s i h—B-►'IE—B—s'I j. c A -► 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 toerform The Fig. 23 and Fig. 24 are easily attached to the building g 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. 2.4 can be installed o rechargeable electric drills fitted with a hex socket attachment g n the top or on the be used as installation tools. No impact tools (such as a bottom of a beam. The Fig. 23 can also be installed on the 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, x'12 x 1-1/411 N.F.P.A. 13, 13R, 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 k }/. /p ,lJ^gyi j .� /1{/� r•,[ , 1 7 r H ftm^• 7 Nt.. ll.ACc�.^. �.V.s �.L..i.1./�O ,.3 (y.:T..Y v.�n.'../ �..Ix� /YV !kt i (�R 4,A 'l�ptl 3 V$ J.. Y 1JR 1-1/4 4-3/16 3 2-3/132 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 _ 11 "+..lr� v-.rt.....'�...a,{P s ,c1, r ,.e.i,,l ,.,/...rwT s1,v.fL., nn•!t,......«.:.a.�•C.`•r. I:r.t..mes.0.n,.h11,J i'S,.Ai1wl� 2 4.78 3-11/16 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1-1/4 fi 15 RL•MS D 8,A)1 Centr'al s rinklerp r BlazeMastero INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition { CEmN"Tl;lj&JL No. 19A.OD Rev.4 5,195 Table of Contents Introduction......................................... 1 Handling&Storage ................... ............ .. 11 Conversion Factors ................................. 1 Handling ........................................ I1 , listingsand Approvals.............................. 1 Storage .......................................... 11 Where and how to use a Central BlazeMaster S)'stem: .... 1 Handling of Central BlazeMaster Cements and Primers Central BlazeMaster Specifications Solvent/Cementing Instructions.................... .. 1 I Pipe .................:...........................3 Joining Central BlazeMaster Pipe Systems .............. . 1 I Central Biazeb-iaster Fittings ......... . .......... . $ Cutting...................................... .. 11 Solvent/Cement.. ................. .. .. ... .- 3 Deburring ....... ... ........ .. 11 Dimensions for Central BlazeMaster CPVC Piave.......... 3 Fitting Preparaticn ....................... . 12 Fitting Socket Dimensions..................:• .•.... .3 Safety and Health Precautions .. ....-. • 12 Product Ratings and Capabilities.. Estimating on and Cement Requirements ....•... . . 12 Prig � q Pressure Rating&Pressure Listin ••••• •••• ....... .. 12 Solvent Cement Application ......... ............. .. 1 L Faction Loss .. 4 Assembly.......................... .............. i 2 ... ............................. Thermal Expansion...............:.................. 4 Set and Cure Times .... Physical and Thermal Properties of Central ••••-•••••••• ••••••••"•'••• I BlazeMaster CPVC .. .... Pressure Testing the System ........................ l 4 ........................ 6 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 .. Appendix .......... ..... ....... ......... Inspection......................... :16 y 9 Helpful Tips....... .:............ 16 Trenching-.-... 9 ................ .Material Safety Data for Solvent Cements and Primers 16 Snaking of Pipe.................................... 9 .Back-Filling.. ....... ....:.................. 10 Material Safety Data TraininglDemonstration ............................. 16 Maintenance.. ................. 10 ............................ 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 d;ferentiate between a requirement and a suggestion,use the following definitions: SHALL-The use of the word"shall"indicates a mandatory requirement of the Listings!Approval. SHOULD-The use of the word"should"indicates a suggestion that is not required to meet the Listings.'Approval. Warranty Central BlazeMaster CPVC products.are warranted against defects in material and workmanship solely to original purchasers from Central.This warranty will continue for a period of ten years from the shipping date.Materials found to be defective by Central shall be repaired or replaced p p d at Ceniral's option.Central will not be responsible for labor charges or consequential expenses or damages incurred as a result of use of its products.This warranty is expressly made in lieu of any and aL other warranties,expressed or irnphed,including thewar rarities of merchantability and fitness. Al!sales by Central shall be subject to the te:•rris and conditions stated herein.The placement of orders with Central shall constitute a_ceo- t•once of these terms and conditions.II buyer., 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 with respect to any proceedings arising out or in connection with any purchase and sale :ti= contract entered into between Central and buyer.Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look for the UL,C-UL,FM and NSF-pw S.E.marks on the product. BlazeMaster'is a registered trademark of the BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. i ' VLu V-VL f IIC-H GX4-'1117 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 specifi^_ally 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 spririllet piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust,scaie and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide areas follows: finch=25.4 mm 1 foot=0.3048 meters 1 psi = 6.895 kPa I psi = 0.0689 bar 1 psi = 6894.757 Pa 1000 Pa=l 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. J7 • 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 131). • Underground fire service systems as described in the"Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. • Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S.requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are lasted by ME&A in Residential buildings as defined by NFPA 13D and 2M.The ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster CPUC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E..Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and Flet Approved for use with Centra]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 I. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A wet pipe System coniains,,ater and is connected to a water supply so that the water will discharge immediately when the sprinller is epened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R,13D or 24 shall be followed and when applicable,the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: ^ A. In accordance with the UL Listing, protection shall be provided for Blazel%4aster CPUC pipe and fittings. The.minimum protection shall consist of either one layer of f"thick gypsum wall board,f"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'shailtins' t pj(eLther•lat'h and plaster,one layer of 9mm thick:gypsum wallboard,one lcryer of 13mm plywood,or a suspend- ed megrrbrane ceiling wifg ltry-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim�when installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills,exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent,individual openings exceeding 0.03m.2,but not exceeding 0.71 m-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 a_, area pr otecied by the system. A permanently instal-led barrier is one that cannot be removed v✓ithgut substantial cosmetic da:sage. Drop in ceiling tiles,as used in suspended ceilings are specifically considered not to be permanent); installed for the purposes of.thus definition. Non-combustible is defined as hmnng a minimum finis);fire rating of 15 minutes when tested per AS714 E 119. 4.For an exposed installation: A. In accordance with the UL Listing,Biazeblaster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick:Response pendent sprinkler installed within 8"from the ceiling or Listed Residential sprinklers located in accordance vrith their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations,Listed Quick.Response horizontal sidewall sprinklers having deflectors within 6"from the ceil- ing and within 4."from the sidewall or Listel Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance bete:sen spr inners shall not exceed 14'. B. In accordance with the C-UL Listing,BlazeMaster CPVC pipe and fittings shall be installed below a smooth,flat,horizontal, fired ceilings in conjunction with Listed Quick Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F(65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers,as refer- enced in NFPA 13.However,NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler Blazelvlaster pipe and fittings can be installed in these areas when sprinklering residential occupancies according to these standards. 7. In installations*here sprinkler pipe runs through an attic space that requires sprinklers per NFPA,CPVC piping shall be protected in order to meet the requirements of its UL and C-UL listings.The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. v{ 8. Central BlazeMaster pipe and fittings,when installed,in accordance with its UL Listing in airr plenums,shall be a minimum horizon- tal distance of.24"from an opening fn 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 iristalled so that the piping is not exposed to excessive temperatures from specific heat producing sources,suck-,as light fixtures,ballasts and steam lines.Pips 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-sprinllered areas has not been investigated by UL or FM. Central BlazeMaster Specifications Pipe' Central Sprinkler BlazeMaster CPVC sprinkle:pipe conforms to the requirements of ASTIR F442 and carries the markings of Underwriters Laboratories Inc.(UL 8:C-UU,Factory Mutual(17M),14E&A,and the National Sanitation Foundation(AISF 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 Ir'")and ASTM F4 39 (Schedule 80 dimensions for 2"to 3").Female threaded adopters for sprinkler head connectons contain'sass inserts.Fittings carry the marl: ings of Unden,riters Laboratories Inc.NL&C-UL),Fcctor) lvlutual(FM),1vIE&A,and National San ratizn Foundation,"NSF-Pv.S.E.)for use in potable water systems. Solvent/Cement Blazel'dlaster CPVC socket connections can be joined using one of two solvent/cemenbrig processes. Connections shall be joined with Central Sprinkler Blazelvlaster 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 Blaze]-,Raster 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 DD Average ID Pounds per Feet with ASTM442.SDR(Standard '/.' (19.1) 1.050 (26.7) .874 (22.2) .168 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 thickness 1X". (31.8) 1.660 . (42.2) 1.394 (35.6) .418 of the pipe. 1 W (38.1) 1.900 (48.3) 1.598 (40,6) .548 2" (50.8) 2.375 (60.3) 2.003 (50.9) • .859 2X'. (63.5) 2.875. (73.0) 2.423 (61.7) 1.257_ 3' (76.2) 3.500 (88.9) 2.952 (75.1) 1.867. ASTM CPUC Fitting Socket Dimensions Table B•ASTM Dimensions for CPVC fittings in Inches: A B C D E ]ckf Socket Entrance Socket Bottom Socket Inside Nominal Diameter Diameter Minii Size Average Average Length Diameter Wall Thiv Minimum Minimum _Diameter Diameter '-0. _/< 1.058 1.0460.719 0.820 0.113 1" _ 1.325 1.310 0.875. 1.044 0.133 A1%' 1.670 1.655 0.938 1.375 0.140 1.912 1.894 1.094 1.604 0.145 2' _2.387 2.369 1.500 1.9330.218 2f' 2.889 2.868 1.75D 2.316 0.276 A3.516 3.492 1.875 2.892 0.300 ( Product Ratings and Capabilities � v Pressure Rating&Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and FM Approved for a rated pressure of 175 psi(1210 kPa)for sprinkler service up to 150°F(65°C). Friction Loss Central BlazeMaster CPVC pipe has a Hazen-Williams C-Value of 150.Pipe friction loss calculations shall 5e made according to 14FPA ":andards. Vin=following table s_Kiis the allowance of friction.loss for fhtinas,expressed in equivalent feet of pipe. Allowance for Friction Lass in Fittings (Equivalent Feel of Pipe) Fitting Size(In.) %" V. 1%" 114" 2" 2'W" 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 11 2 2 Tee Run 1 1 1 - 1 1 2 2 'The above stated friction loss values are for Central BlazeMaster fittings only. When using other Listed B1azeMan ler CPVC 90`e:�_Mvs xvilh Central Sprinkler BlazeMaster products, please consult the fitting manufacture:'.,installation and design manuals. . Thermal Expansion BlazeMaster plastics,like all piping materials,expand and contract with changes in temperature.The coefficient of linear expansions is: 0.0000340 inch/inch!'F. A 25T change in temperature will cause an expansion of'r.'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- Tem P Length of Run(It.) non 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. A1'F Thermal Expansion,AL(in.) 20 .04 .08 .12 .16 .20 .24 .29 . .33 . ..37 .41 .57., .73 .98 1:31 _ n 30 .06 .12 .18 .24 .31 .37 .43 .49 .5 Where - 1 mel(�T) 5 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 e=3.4 x 10''in/m/ F(Coefficient of Linear 50 .10 .20 .31 .41 S1 .61 .71 .82 .92 1.02 1.43 1.84 2.45 3 Expansion) .26 60 .12- .24 .37 .49 .61 .73 .86 .98 1.10 1.22 171 2.20 2.94 3 L 92 ' .1r ength of Run in Feet 70 .14 .29 .43 .57 .71 AT=Temperature Chane in°F 9 .86 1.00 1.14 1.29 1.43 2.00 .2.57 3.43 4.57 80 .i6 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 228 2.94 3.92 5.22 An example of Thermal E}:pailsion is shown 90 .16 .37 .55 .73 .92 1.10 1.29 1.47 1.65 1.84 2.57 3.30 4.41 5.88 below: 100 .20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 . 3.67 4.90 6.53 Example:How much will a 40 foot run of/,"of BlazeMaster CPVC pipe increase in length(or expand)if the expected ambient temperature ranges from 35'F to 85°F?Changes in length due to fittings are insignificant relative to the pipe. AL= 12el(AT) AL= 12(.000034)x 40 x 50 AL=.82 in.or'K" Central Blazelvlaster CPVC exhibits a relatively high coefficient of thermal expansion(see Table Q.When designing Central BlazeMaster sprinkler systems,expansion of long runs must be considered if temperature variations will be encountered(fe;summer to winter extremes). 1.iethods of compensating for thermal expansion are;expansion loops,offsets and change of direction of the pipe run.(See Figure G for exam- Ales of control methods.) The expansion loops and offset tables are shown below.If the change in temperature and the matidmum working temperature are lower than those used to derive the tables,the numbers will be conser- vative in nature.For example,for a temperature change from 60`F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables U and E. Nom pv Length of flan(tt.) For conditions which are riot covered in the Loop Length Pipe O.D. ?D__20 _30 40 50 60 70 ee 90 100 120 140 160 Tables formulas and examples found in Table H. use the fo Size - Length of Loop(in.) N' 1.050 _ 11 15 18 21_24 26 28 30 32 33 _37 39 .42__ Note: Table based on Stress and Modulus of Elasticity -1' 1.315 12 17 2D . 24 26 29 31 33_35 37 41_ 44 47_ fir' at 100'F. 1% 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 _ 1:S' 1.900 14 20 25 28 32 35 38 40 43 45 49 53 .57_ Refer to Table H on page 4. 2• 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63_ AT=70°F _ 2Y,' _2.875_ 18 25 30 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 61-6i-72 77 E=3.85 x 10'psi . - --- - - -�--- OLS 4-OL t'Ile it CX44i U / Table E•Loop Length(60'F to 120'F)AT=60T a 44 Nom. Avg. Length of Run(ft.) Note:Table based on Stress and Modulus of Elasticity at Pipe 0 10 20 30 40 50 60 70 80 90 10.0 120 140 160 120'F Size 'D' Length of Loop(in.) � -- ' r 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 Refer to Table H.T • 1' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 A = 60'F S= 1% 1275 psi ' 1.660 13 18 22 26 -29 32 34 '37 39 41 45 49 52 E= 123. 5 x psi psi 1W 1.900 14 20 24 28 31 34 37 39 42 44 48 .52 56 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58_62 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(70'F to I50'F)AT=80'F Pipe Nom, length of Run(ft.) Note: Table based on Stress and Modulus of Elasticity a Size Avg. 10 20 30 40 50 60 70 80 90 100 120 140 160 150°F 0.0. Length of Loop(in.) Refer to Table H. W 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 1W 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 S= 675 psi 1W 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 E= 3.08 x 10'psi 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2W 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 i Loop Offset Change of Direction 'I� Hangers should only be placed in the loop,offset or ir �,nng Aun Of Pipe change of direction as indicated.Piping supports should restrict lateral movement and shall direct axi( I movement into the expansion loop. -� ` Hanger or Guide" The Expansion Loop Formula has the following com- ' s• i s• MIN MIN vd - , Restraint ponents as shown below: _ F=Length of Expansion Loop in Inches E=.Modulus of Elasticity at f 00'F(Table H below) Figure G•Expansion Loop and Offset Configurations D=Average O.D.of Pipe AL=Change in Length of Pipe Due to Change in Temperature S= Worlang Stress at 100'F(Table H below) Table H•Modulus of Elasticity&Stress vs Temperature Temperature'F 73' 80' 90' 100' 110' 120' 140' 150' The Modulus of Elasticity&Stress vs Temperature table I 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 3.23 3.08 Formula.An example is presented to demonstrate the cc "E"x 101(psi) culatfon of expansion given a defined thermal change Working and to calculate the length of the expansion loop or offse Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 in inches. "S"(psi) Example How much expansion can be expected in a 240 foot run of 2"Central BlazeMasier CPUC pipe installed in 40'F given a mmamum ternpemiure change to 100'F? Additionally,how long should the expansion loop be to compensate for this expansion? . First,find the temperature change expressed as AT. AT=100'F-40'F AT=60'F Now:use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet,two cal- culations will need to be made. Length of run=160 feet with AT=60'F From Table C,AL=3.92 in AMi Support and Hanger Recommendations* Some hangers designed for metal pipe are suitable for CPUC pipe. The hanger shall not •.�, �„ _ _ -,�-�' ..-.. - _. have rough or sharp edges which can come in contact with the pipe.De not use under gL sized hangers.Hangers with sufficient sizing shall be selected based on pipe size ie;1 hangers for IV"pipe).Pipe hangers must comply with the appropriate Standard,NFPA 1 13D,or 13R,whichever applies. ` Some local codes may not allow plastic to metal contact.In this case,plastic sleeves or vir "' °� ` 1 "• electrical tape should be used to isolate the materials.Strapping pipe overly tight to a strt. .r , r•; H CSC CPUC _ lural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snu b the han er,but isnot Inched or crushed in an w ,•yrs. 9 Y g pi Y ay. PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR Model No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger' Tolco,Inc.and Afcon make three hanger/restraining devices that are available for use w: ,; '•., � ,��,. Central BlazeMaster. �w The Tolco Model No.22,shown left,or Afcon Model 513 can function as a hanger and as c restraining device.As a restraining device,invert the hanger so that the fastener is down ward.Installation in this manner will prevent upward moaement of the sprinkler head dt ail . °j S - 4 �.• `? , W. ing activation. - 'T`� (z�sMiy-kga t The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and l�Q a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hex Modef No.23(shown) head self-threading screw(furnished with the product)is easily installed using a recharg able electric drill and a 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 abou Tolco or Afcon products,consult the Central Sprinkler Company. } Hanger/Support Spacing Table L•Support Spacing 1"(ft.)CPVC SDR 13.5 Because Central BlazeMaster pipe is more rigid than other Temp"F ,fin 1" Nominal Pipe Size types of plastic systems,the support spacing shown in Table:I IV 2" 2V' 3" shall be adhered to when installing the system. 73' 5% 6 6% 7 .8 9 10 For exposed installations,Listed support devices shall be used which mount the BlazeMaster piping directly to the ceiling or side wall. Vertical Restraint When a sprinkler head activates,a significant reactive force is exerted on th ` 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 tl TQ C sprinkler drop is from a small diameter pipe. 1 a' When a sprinkler drop is from a ",1"or EX"pipe,the closest hanger should brace the pipe against vertical lift-up.A number of techniques can be used brace the pipe such as a standard band hanger positioning the threaded su pori rod to/A inch above the pipe or using a split ring or a wrap-around har er for restraint. Note: Threaded rod should not con=e in contact with CPVC when installed. : advisable to use lift restraint devices such as the Tolco Model number which prevents the threaded rod from coming in contact with the CPU 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(690 kPa) 3f inch q' 3, Branch lines shall be braced at a distance from.a tee or 1 inch 5' 4. elbow to prevent lift of sprinhiiers as shown in Tables M and N. inch 6' 5' 1�inch 7' 7' >V inch 7' 7' 'Local codes have final authority on which lyrics of hanger can be used. Table N•Support Spacing to an End Line.Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) 3;inch 91 - 6' 1 inch 1 10• 9. 1%inch 1-4• 1 1�inch 2' 1' >1%inch 2' 1. Maximum Table M A 0 When piping is suspended from a deck,hangers are (Reference Table M)• istance (Ref.Table N)' Any d required to suspend the pipe as well as for vertical lift between supports . `e.straint.One support can serve as both. Drop locations -=tween supports are acceptable in any location as lona as s:pport spacing is in compliance with Table M.Examples of. r:here this type of hanging is used include:concrete decks ,,:th rod and ring hangers,"pan decks"on I beams with C- c-amps,or concrete anchors,and under wood joists with 5-.-aps or rod hangers.See Figure 0. $upport support Finished Calling Line Fig.0 Drop Ceiling Installation, Maximum Table M .� A g Bar Joist Bar Joist (Reference Table M)' —t.Table N)Y'" (Re \•,a `� Any distance between supports U-Bolt Finished7Ceilin�g�Uine Finished Ceiling Line Figure A Side view. Fig.Q•Sprinkler Drop Pipe Adjacent to Truss (Ref.Table M) —A No upward restraint or hanger is required between sprinklers. _ (Ref.Table N) When the piping is supported by wood joists or ;' `— cusses,the structure provides the support,especially ,.:. when the joists are close together.The only requirement v,lth this type of construction is to provide vertical restraint and hangers are not required.When supporting rVC piping below the deck,and when the supporting members are spaced far apart,it is important to brace for upward restraint per Tables M and N.Drop location 2'-0 betvveen supports are acceptable in any location as long, (on center) Finished Ceiling Line as support spacing is in compliance with Tables Mand N. Wood Frame Construction In manufactured homes,additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification 1'C pip=or fi(ting must be supported near a sprin)-.ier head as shown in Tcbies hi cnd N. �5rrf' ORTH Town oAndover lO No. CON - 0 dower, Mass., �o,/ _ •_- T O �- LAKE - COCHICHEMCK ADRATE D PPS` y �SSC HUS�� FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ............. .1.4I�: �r....�. .�...:. ,00+ !:!t vr�..uc.p.......................................................... has permission to excavate and pour foundation at ...LA 1.;F:-A1.(&...1�1'`194.ktr. ft :.A1 09 .................... for the purpose of....l�... gWA;.a... ..Ina. �&.0..r�4-+f 1.*AL4 ...hA0FWhPQ. '.............. The person accepting this permit must return to the office of the Building Inspectoea certified plot plan show of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. 11664 . ......... ..... BUILDING INSPECTOR �.10RT#j own of.. No. Z f over, Mass., IM`/ II__ V LA • D COCMICHEWICK .44�d DRATE D O?� �5 7S BOARD OF HEALTH Food/KitchenPERMIT T - Septic System �� BUILDING INSPECTOR THIS CERTIFIES THAT......................:.....!:� �Tl'� ,.. �?�' .................................. """" Foundation has permission to erect.......�-?�?�?�................ buildings on .k'v . A&Aa.v Rough to be occupied as S i - : So S. — �•�A�JrI..... ..,�........�..... ...�?�:?.!w`�.�.l.w�(�...(,t,I) ..�.�"'i/.�'ft.. . . Chimney provided that the person accepting thig permit shall in every respect confor to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough ............... ............................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Ocmpy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT •S. W'08s q oq-?� Burner 175% Street No. IL SEE REVERSE SIDE Smoke Det. D DRAINAGE _ PROPOSE MENT 2„E E 1 S 1 A °2 E 0 N� 102 20� 0 o N 53.1 LOT 15 12679 S.F. c V 0.29 Ac. ::E z 0 22.3' CP N TOP FOUNDATION ELEVATION=275.19 18.6' 27.9' 27.4' _ N8 X16 16„W L=12.99' 52 R=60.0' L=46.50' Q=56°15'04” D=12°24'14” R=310.0' R=30.00' � +c�, D=08°35'39" L=29.45' WHEN M. `�► w PEACHTREE LANE `9QF $ 10 yOQ` WE HEREBY CERTIFY THAT WE HAVE EXAM N� THIS PLAN IS INTENDED FOR ZONING THE PREMISES AND THAT THE BUILDING IS L Vq�E PURPOSES ONLY. IT WAS PREPARED AS SHOWN. THE STRUCTURE SHOWN CONFORMS FROM EXISTING PLANS AND RECORDS TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF WITH THE STRUCTURES SHOWN LOCATED THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING BY AN INSTRUMENT SURVEY. THIS PLAN TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, SHOULD NOT BE USED FOR PROPERTY COMMUNITY PANEL NO. 250098 0006 C DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 15 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, LLC 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MASSACHUSETTS 01810 SCALE: 1"=30' DATE: 01/11/05 �Location - f'� mac. �� i S No. 3 Date TOWN OF NORTH ANDOVER � s Certificate of Occupancy $,,.- ! CHu � �'�s'• Eta' Building/Frame Permit Fee $ s�cHs Y � p t Foundation Permit Fee $ ---r `Y Other Permit Fee $ TOTAL $ L Check 3►,r.,tlL�S s►�S Goo 17854 Bbldinbllnsp-e�for r --.--..-..-.,-.�,_.r.A...�--f-+....r-,.....•....�-.yam.--�•:.-..,+.-e .---...rY �-. ��� Location t i(� Q:wN'KZer)4,j1:5` No. S Date �pRTM TOWN OF NORTH ANDOVER F s 9 t ; Certificate of Occupancy b . 'ri ♦ I'` ^CMusEt� Building/Frame Permit Fee $ 44 6€' ,do A11 Fon � 7 u dation Permit Fee $ Other Permit Fee $ .t TOTAL $ Check # .X53 �Rpve-x� S 17983 Building Inspector TOWN OF NORTH ANDOVER �z �r µ BUILDING DEPARTMENT "MICATION 110 CONSTRUCT 1M MW OR DEMOIdSH A ONE OR TWO FAMILY DWELLING � ;( J BUILDING PERMIT NUNMER: DATE ISSUED: SIGNATURE: Building Commissioner of Buildin to 1 00 dp �q SECTION I-SITE INFOMA.TION 1 Z 1.1 Property Aftm' 2 �,� gr 1.2 ,4asessars 1v and'ParodNumba: �d TO Ion 6 � Al MV Number Parcel Number `(�f 1.3 Zming ffommliim: 1.4 Ptopaty Dimensions: 2 GJ( NA ' dtfV�Q �(1 7SeOC7 T.mwt Diattid se Ld Area Ftnrtta R 1.6 BURRING SETBACKS ft Front Yard Side Yard Rear Yard red Provide ProvidedNovided pe Do' L t7 �c�° c�0t i7 Q_dc! 1 1.7 wase 8W0y M.(LL,G44. 54) I S Flood Zeno Istom 1.8 saw:v Dispo"I systax Pub1c ja. Pdvato ❑ zees oamAa Rood Zara �Q_ htunicipat �' oa sia*D** 1 sy6om 0 SECTION 2 a PROPRRTY OWNERSHIPIAUTBORMED AGENT 2.1 Owner of Record Z -De,re 1 QDW.e,..-4 LC-C a 31 Su.�}o.� &4- ��.� �a :A),AwJo xe,,j d Name(Print) ,Address for Service: 3a745-1vo ro Tdephonc 2.2 Owner of Record: N&e Print Addrm for Service: of Si afore Tel hone SECTION 3 CONSTRUMON SER�ICES 3.1 Liumscd Constmofion Supervisor: Not Applicab€S ❑ rY) C\-,RLI_ 1MAw,,,,L(\- �p cp LicenCoastnwtim Supervisor: CS sed U GYM f 17 License Number 7 AddU:pv ? �., / " �7M 3�7-�J 7 Expiration Date sSignature r hoes 3.2 Registered Horne Improvtsmont Contractor Not Appkicabic 0 Company Name Region Number Address Expiration Date 3i store Tek SECTION 4-WORKERS COMPENSATION(KC.L C 152 § 25 6) Workers Compensation Insurance affidavit must be cokgpWod and submitted with this application. Failure to pmvide this affidavit will result in the denial of the issuanoc of the buil&g it. SiaLd affidavit A.nached YesNo.......0 SECTION'S Discri et ProWorkcdw44 came New construction o Existing Building 0 Repairs) 0 Alterations(s) 0 Addition 0 Accessory Bldg. 0 Demolition 0 Other 0 Specify Brief Description of Proposed Work: I / / Co N 5�YL�1G I l�.J (� C1 ✓V v) V(1, (e a�o"& �PSr ql�^�C SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be Compigted by permit appUcwt r U3 St v 2 1. Building , ZS (a) Building Permit Fee Mul 'er 2 Electrical & two (b) Estimated Total Cost of �f?3, 1 ConshuctionC2 ti 3 Plumb' 3 `J 000 Building Permit fee<.l x tbl 4 Mechanical BIAC ooa - rDN = 5 FirePmtechan Z000 �_�, Batu 2 s� oto 6 Total 1+2+3+4+5 Check Number m SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUn DING PERMIT 4-'��n�Z33� tb�D(�-• G 441 I, as Own er�Aut,'ti�nzed Agent of subject property v Hereby authorize -_ oto act on My behalf,in all matters relative to work authorized by this building permit application. Si tore of Owner Date SECTION 7b Oii6+NER/AUTRORIZED AGENT DECLARATION G?AW as erlAuthorized 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 1� 1z. d !'I Awa Print Nam Si tore er! ent Date NO.OF STORIES a /a SIZE v. ea BASEIviENT OR SLAB SIZE OF FLOOR TIMBERS v a/6" .c: SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS � q'/ ,a LV L �r HEIGHT OF FOUNDATION '- THICKNESS SIZE OF FOOTING /0 " X MATERIAL-OF CHDvMY /►'!e IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE S Q)RM U - LOT RELEASE FO�� �I 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 Rcic��Z-e- �IQ��Y1E v� LLC PHON 79 5« LOCATION: Assessor's Map Number f.�,,,►(!_ ��C ( � t �. , PARCEL ! V'rrl s SUBDIVISION J�E°rn c����l�E'F r G.cr,/i. LOT (S) _ I S,'REET ST. NUMBER *********OFFICIAL USE ONLY******** ****** *** ** ** REC MENDA90M OF TOWN AGENTS: 10 4 CrYRSERVATION ADMINIST//RIITOR DATE APPROVED ( / DATE REJECTED COMMENTS v TOWN P ANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS i i PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT g FIRE DEPARTMENT,/I RECEIVED BY BUILDING INSPECTOR DATE 1 0 Revised 9197 jm O a Recharger 180 // 20' 10' O' 20' 40' 1 7.5' / /r MEMEL Lengen zs' LOCO Loy Up Length 6.33' Width 36' ®• / / Height 20.5- Weight W-A H-10: 34 Ibs. _ / / X 2 / .9 i_ 6.33' / N.T.S. J Recharger 180 - INSTALLATION DETAIL 14'-10" G� ,268 N� 1J7 CRUSHED STONE . . . . . . o / VICINITY MAP / SCALE: 1" = 500' . . . . . . . . . . . . . . . . . . . . . . . / NOTES: ' 1j'CRUSHED STONE / � / �, 0 1. ,THE D.E.P. FILE NUMBER FOR THE SITE UNIT TYPE: OR IS 242-1186 CAPACITY: 122 CF. � CALCULATIONS WED ON NOTE. STORAGE CAPACITY DOES NOT j2. ROOF LEADERS TO BE EQUPPED WITH 35% STONE VOID N.T.S. INCLUDE STONE BELOW CULTEC UNITS =`Z � ..OVERFLOWS AS SHOWN ON SHEET /) 1 CRUSHED STONE 2 0 "I 11 OF 15 OF .THE NOI PLAN SET. }' N CULTEC 410 FILTER FABRIC FINISHED GRADE / RECOMMENDED, NOT REQUIRED 85%COMPACTED FILL CULTEC RECHARGER 180 STANDARD DUTY H-10 CHAMBER n O WITHIN 6 INSPECTION ORT // / FIN. GRADE FILTEROFABR CL. 273.0 a, {{ TOP, SIDES AND BOTTOM i ` / PROPOSED PLOT PLAN 6 2 / N CHAMBER BOTTOM _ LOT 15 - PEACHTREE FARMS �(b}� �n 6- W. / 6- STONE BASE `J03 N NORTH ANDOVER, MASS. "P. E.S.H.W.T. O I Prepared For TYPICAL CROSS SECTION RECHARGER 180 EL. 267.0t= STANDARD H-10 CULTEC CHAMBER SYSTEM 2 a � / PEACHTREE DEVELOPMENT, LLC p SCALE = N.T.S. ANDOVER,X3039 MASS TEST HOLE INFORMATION /j ) REM90N DME TEST DATE: 5/27/04 ` A26a X 26 archlonda EXISTING GRADE: 271.0 T / , &Associates,L.P. OBS. WATER @ 96" E.S.H.W.T. @ 48 (267.0) (P / Engineering and Planning Consultants PERCOLATION RATE: % / `\ 'o 62 Montvale Avenue TEL:(781)438-6121 n Suite I FAX:(781)438.9654 `n I Stoneham,MA 02180 30"/HR 48 / G P 8 vv DATE: SEP. 2, 2004 / Emaii:engineering@marchionda.com Website:wv .marchionda.com SCALE: 1" _ '20' i 4o- � 'w -"'L .:,..�.,"•` a h - �1v Hu,..>..,y � �H+ .:.µ ? ,: .,-_ � ,xr *4x �� � ms`1M M'S1M i?kd .., W Imm� E u.. v' ' ' ea..,wW.'.Mu rc":mrwM+vr w.rtia44 . ..« rAM+'tq.'�•'w"''w` - - .} Y :� iw�,"'""HP:rn'Y u K „ g„ r . r : 7�zuej /p i. d - , W � me Lu. w m. t uj LU t ,�• r ui ' �w rr • � � r r ham. � .. r - ,. � , Lu V - s zr •. ,r.=.:. -.ens ..,., �. .,. .. ' s r , r x R 3 �., - :: r,�g. � - , ag�r .. .'r ,.., " � drt. ... P4 .. •-. ';a•. .rr•'' .. !Ir oq : i x - 4 (NO . . y ^ ' x � e y ,r a- 3 •' r i- - � ,. .. .: i+ - P:.t. ,'�.. ': :'-. y. dv':' Ski P ` .., ` :'a:P � '-- � S a ,.. -a i5 ', .••,Y '. u. " _ A ems_ !,� �� a r�'�Y F , ,r u w NEW ENGLAND CLAIMS SERVICE, INC. F1Incorporated 1985 F ❑ Reply To Reply To Mansfield, MA 02048 131 Dodge Street, Suite 6 P.O. Box 345, ASSOCBeverly, MA 01915 -1M KNOfNOUVAWE T- TEL. {508} 337-8058INSA"" TEL. {978}927-3000 FAX{508}339-5835 f z FAX{978}927-3002 wrandall@newenglandclaims.com Form of Notice of Casuaitcy Loss to Building Under MASS. GEN. LAWS, Ch. 139, Sec 3B To: Building Commissioner or Inspector of Buildings City Hall North Andover, MAO 1845 RE: Insured: William&Colleen Callagy-Kelly Property Address: 124 Peach Tree Lane North Andover MA 01845 Cause of Loss/Date: Ice Dam/2/11/2015 File or Claim No: BOS053580 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause MASSACHUSETTS GENERAL LAWS, CHAPTER 143, SECTION 6, to be applicable. If any notice under NiASSACI USETTS GENERAL LAWS, CHAPTER 139, SECTION 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. Section 3B. No insurer shall pay any claims (1) covering the loss, damage, or destruction to a building or other structure, amounting to one thousand dollars or more, or (2) covering any loss, damage or destruction of any amount, which causes the condition of a building or other structure to render section six of chapter one hundred and forty-three applicable, without having at least ten days previously given written notice to the building commissioner or inspector of buildings appointed pursuant to the state building code, to the fire department or arson squad of the city or town and to the board of health or board of selectmen of the city or town in which the same is located. If at any time prior to payment the said city or town notifies the insurer by certified mail of its intent to initiate proceedings designed to perfect a lien pursuant to section three A, or to section nine of chapter one hundred and forty-three, or section one hundred and twenty-seven B of chapter one hundred and eleven, the said payment shall not be made while the said proceedings are pending; provided, however, that said proceedings are initiated within thirty days of receipt of such notification. Any lien perfected pursuant to section three A, or to section nine of chapter one hundred and forty-three or section one hundred and twenty-seven B of chapter one hundred and eleven, shall extend to and may be enforced by the city or town against any casualty insurance policy or policies covering any loss, damage, or destruction pursuant to which the proceedings to perfect the lien were initiated. No insurer shall be liable to any insured owner, mortgagee, assignee, city or town, or other interested party for amounts disbursed to a city or town under the provisions of this section, or for amounts not disbursed to a city or town under the provisions of this section. On this date, I caused copies of this Notice to be sent to the persons named above at the addresses indicated above by First Class Mail. Very Truly ours, Mark Randa I Adjuster m.randallnecs@comcast.net {978}223-7332 cell � Date...•`�.• ..c� �-�....... 1 j' NORTH °f�'�`° � TOWN OF NORTH ANDOVER PERMIT FOR WIRING �sS�cMusE� `r1 . ................ This certifies that ................. ..................................... ..... . .. ��has permission to per`orm ........:: % ...,..... .... .. .... ........... .-- --...... .... ....................... wiring in the �building �o`f(�....... W- '.!�North /J'7 /?Ytl-�1 U Z T 11/1 C. ,/i Andover,Mass . at...... .��.� ..................�......... ........ ... Fee. J:........... Lic.No..y !.. __ ��..///. . Q1/.. ..... ELECTRICAL INSPECTOR ;r heck # 5581 Commonwealth of Massachusetts y • -`.. Official Use Only / f Permit No. ,>X— Department of Fire Services Occupancy and Fee Checkeds. BOARD OF FIRE PREVENTION REGUL IONS [Rev. 11/99] leave blank APPLICATION FOR PERMIT TO ERFORM ELECTRICAL WORK All work to be performed in accordance with the assachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR Y ALL INF RM TI N) Date: City or Town of: To the Inspector of Wires: By this application the lgned 'ves notice 6f h orr intention to perform the electrical work described below. Location (Street& l e T Owner or Tenant / C Telephone No. P- W _�3�0 Owner's Address Is this permit in conjunction with'a building-'permit?, Yes. ❑ No2thorization (Check Appropriate Box) Purpose of Building Utility No. Existing Service Amps / Volts Overhead❑ Und rd g ❑ No.of Meters New Service Amps / Volts Overhead❑ Und rd g ❑ No. of Meters Number of Feeders land Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Completion of the followin table may be waived by the Inspector of Wires. No. of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above o.❑ In- o Emergency Lighting rnd. rnd. ❑ Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS I No. of Zones No. of Switches No.of Gas Burners o.o Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting g Devices Heat Pump Number Tons KW No.of Self-Contained No.of Waste Disposers ..-_ Totals: Detecti on/Alerting Devices No. of Dishwashers— Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: No.of Water No.o No. of No.of Devices or E uivalent Heaters KW Data Wiring: Signs Ballasts No.of Devices or E uivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Eauivalent ` OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) Estimated Value of Electrical Work 609 J (When required by municipal policy.) (Expiration Date) Work to Start: :5 Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the hainf and penalties of perjury,that the information on this application is true and complete. FIRM NAME: Hnj]i - NILL LIC.NO.: 15 q 3C Licensee: John S. Bassett Signature LIC.NO.: 1533C (If applicable,enter"exempt"in the license number line.) Bus.Tel.No..• 603 594 5928 Address: Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Lie, see does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. 1 ti Date.. AoRT" f °:<«`°.,•�"o TOWN OF NORTH ANDOVER PERMIT FOR WIRING � off• �•�i �sSACMUS� Thiscertifies that ... ............,. ................................................ has permission to perform rl��{�/�/y�fr� wiring in thebuil 'ng of.............................AwLrw...................................................... 194 '' .... North Andover Mass. Fees ! Lic.No.. �!. ........ LCAL INSPECTOR Check N 6 62 5418 THE COMMONVVEALTHOFMAStSACHUSETTS Office Use only DEPAfflNEATOFPUBIICS!fM - 1 Permit No. 4._/ BOARDOFFIREPREMMONRW UMHONSR70MI2.0 Occupancy&Fees Checke ` APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MA ACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 1171,0 Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work/described below. Location(Street&Number) 4 Ao� 4 Owner or Tenant Lc r Owner's Address x31 SJ+hrS �3a ��t�V,c,� Is this permit in conjunction with a building permit: Yes a No a (Check Appropriate Box) Purpose of Building tr1 drr�p m ���-�� Utility Authorization No. _ Existing Service Amps volts Overhead UndergroundNo.of Meters fem P1:3 New Service W Amps 0 / b Volts Overhead M Underground ® No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work 4pft,�jC�- No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total No.of Lighting Fixtures Swimming Pool Above Below Generators KVA KVA w round round No.of Redeptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Sritch 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 No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other No.of Water Heaters KW No.of No.of Connections ED Signs Bailasis No.Hydio Massage Tubs No.of Motors Total HP OTHER• hmaanoeCovfrage.P►>I�uantootheteqtmara�dsofMassad><�ltsGalaalLaws lhawaamer iLdjkbmo=Pokyiwb&gCai4)ieeoLwdwmCDNuEqroritssub alegtuvala>t YES ®- NO a Iha�subrrl�dvalidploofofsarrletothe011ioe YES � ffyuuhawdrd dYES,pleaseindic*drtpeofby INSUdVddRANCE M x � �1 L,�j INSURANCE BOND O�IEIZ � (pp� y) � 167�_ D& Es=*d Vahr 4Elecfti al Wolk$ WodcroShalt � G1 li>S1�earorlD�eRequt�d RoughII lb FinalHRM Mie OfPew. > No. AI10 Lime si Iic=No st NVBusinessTel No. Cl� 5 NIc,,.r A1tTei No. 6a 902� OWNER'SINSURANCEWAIVERIamawatetudrLioewdmmthavetheir>s==COW georilgAksUr alequ�asmgnWbyMa%wftBCZGrlrAUws andthatmysignkmcnthispemfdapplialtmwm'ms hislegmeffot (Please check one) Owner Agent ` Telephone No. PERMIT FEE$ signature of Owner 37 Agent r' k Peachtre PA 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, 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 S' i ------------ - 71. P �lr� ,/�cuoac�ivae�a BOARD OF BUILDI G REGULATIONS; License: CONSTRUCTION SUPERVISOR Number."CS 088997 4' BirthdatrG A9/09/1969 r .w3 Eucpes`09/69/2007 Tr.no: 88997 Res>wibtad 00 MICI. EL V MANNOLi� 7S ECA ST G METH LIEN MA 0184d:. Commissioner i Town of North Andover ��� �► a �Y4LD 64 �,!® Building Department , 6 27 Charles Street 0 North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 i` �`� A°aarao QAyd,� APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS /o)V 78gc4twe LOT NUMBER SUBDIVISION /FeacA-�teec 4AtS DATE REQUEST FILED Al ��s DATE READY FOR INSPECTION 6/O S TEN (10)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAAM. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.)DOLLARS WILL BE CHARGED IF THE S C DOE N MEET ALL APPLICABLE CODES. SIGNA FFICIAL USE ONLY ROUTING D.P.W. -WATER METER !�S`I'Cp,QI'e DATE D-PW_ MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. i�� W nxm Ji SIGNATURE/DPW AUTHORIZATION F N0RTH T0VM of over 00 No. i �_ �� _® rr A E dover, Mass., eaX COC IIICHE WICK V 01#4.r TED H BOARD OF HEALTH Food/Kitchen PERMIT T Septic System THIS CERTIFIES THAT a ,I pE b�t�1p�� �ti' o "r BUILDING INSPECTOR .............. ..a.. `............... Foundation has permission to erect......4ao�.............. buildings on. •..T...1* I. Rough to be occupied as..'V .AA �,w4� �i4w.; ...........•........................... �....... Chimney provided that the person accepting this permit shall in eveq respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMITT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION S ART ELECTRICAL INSPECTOR Rough * .... Service . . . .. . . ...... .......... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner C •�' .�O�S�{ �(; Street No. " ("774 JFSEE REVERSE SIDE Smoke Det. NORTH Town of over 197 - LAKE over, Mass., COCMICMEWICK ADRATED PPS` �Cy H BOARD OF HEALTH Food/Kitchen PERMIT T Septic System /, VBUILDING INSPECTOR THIS CERTIFIES THAT 1�! yd..1'.y.R..�c ..,., ,..p�'b14�p,E� �t1�Lo��jT��� ..................................................................... ...a.. ....................... Foundation has permission to erect......%.-,v,e,ojtk.............. buildingson. •.T.... �.¢-► 12.� QS°Nt"C�lrt' Lr�wr�' .... ....... ..... ..... .... ...... ......... . Rough to be occupied as.11-,Z3 �w4W .�i4w..: w 2•rillt� � � Chimney ......... �1..... !.MO.. ..................4+ ....... . provided that the person accepting this permit shall in evegrespect conform to the terms of the application on fil�e�i'n � this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Roush PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION S ART ELECTRICAL INSPECTOR Rough .... .......... ..... .. . .................... .�4.. .. Service . . . .. . . ...... ..... ....... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. l�'��► SEE REVERSE SIDE Smoke Det. F AORTij ToVM Of . t 4 over No. ° 197 L A E dover, Mass., COCHICHE w ICK V ORATED 7 H BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System //,, THIS CERTIFIES THAT 15,4V. .Na.�.W. .... BUILDING INSPECTOR. ...pE7t0•tlk�E� �t'�'Lv T . ............... Foundation has permission to erect.... %.-,vaajtk.............. buildings on 2. Q4!N�„�t'lRrt Rough to be Occupied as-IIA! '.3Al...PP4 .F Chimney .................... .... ..... . t�1. Ne� provided that the person accepting this permit shall in eveq respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERIT EXPIRES IN 6 MONTHS Final M � UNLESS CONSTRUCTION S ART ELECTRICAL INSPECTORRough ............... Service . BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No. Lathing or Dry Wall To BeDone Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. l"774 SEE REVERSE SIDE Smoke Det. R Tly own oAndover 0 _ y I�7o dover, Mass., COCHICMEWICK ��� 7 �ADRATE D 9SSAC HUS�� FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ......�C�.IPJ./.�y. �.�`.'................... ............................ .............�* .. o .a 1A44 has permission to excavate and pour foundation at ... .......................................................................................... for the purpose of...........5. ...................... . '''!:. ...r ......7.w ../........' :,�............................ The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building L thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BLDG. PERMIT FEE 00, elr .................. ...... LESS SDA FE ...... ..... ............. . .. ....... ................... ®�ERAN�EPERI SEE REVERSE SIDE BUILDING INSPECTOR R Tly L � Town o 4Andover 0 No. Ido dower, Mass., T O L- LAKE COCHICHEWICK V .44 Of�ATED P? i.H U 4 FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT •• ••• �* ..'t /5/ P �R Y , aa C •a 1A 4a •t has permission to excavate and pour foundation at ...l�.......................................................................................... forthe purpose of......................... ....................... ........................ .......... ..... +.................,y............................ The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BLDG, PERMIT EEE LESS EDA FEE SEE REVERSE SIDEBUILDING INSPECTOR DUE FRAISE PERMIT$ __Jj - Atlantic Design resources Ltd. 152 Portsmouth Avenue Stratham,New Hampshire 03885 Phone/Fax 603/418-0764 HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJECT LOCATION .124 Peachtree Lane Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts 01845 PROJECT 204089 Rev. -- THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUA BETTER QUALITY OR OPERATIONAL CHARACTERISTICS,WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT TIE INSTALLER'S DISCRETION WITH THE . APPROVAL OF THE AUTHORITY HAVING JURISDICTION. Atlantic Design Resources Ltd 152 Portsmouth Ave. Stratham, NH 03885 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T 124 Peachtree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R SU P' P L Y STATIC PRESSURE (psi) 94 RESIDUAL PRESSURE. (psi) 36 RESIDUAL FLOW (gpm) 995 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 18 MINIMUM PRESSURE PERSPRINKLER (psi) 18.37 THIS SYSTEM OPERATES AT A FLOW OF 36.15 gpm AT A PRESSURE OF 43.94 psi AT THE BASE OF THE- RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' . 009 BLAZEMASTER CPVC Atlantic Design Resources Ltd 124PeachtreeLane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] .TEST AREA_ 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 21 4.20 4.00 18.00 18.37 0.00 18.37 22 4.20 4.00 18.15 18.68 0.00 18.68 THE SPRINKLER SYSTEM FLOW IS 36.15 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO-1 IS 0.00 gpm [ ) THE INSIDE HOSE [ ] RACK -SPKLR'S. [ .] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 94-.00 psi RESIDUAL PRESSURE 36.00 psi AT 995.00 gpm TOTAL SYSTEM FLOW 56.15 gpm AVAILABLE PRESSURE 93.72 psi AT 56.15 gpm OPERATING PRESSURE- 56.17 psi AT 56.15 gpm PRESSURE REMAINING 37.55 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Atlantic Design Resources Ltd 124 PeaclAree Lane N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE , 2 . FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates.Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross; 4--Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ------------------ FROM TO FLOW PIPE . FITS EQV. H-W PIPE DIA. FRIC. ELEV.. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv . Pn Pn 1 2 36.15 75.00 23 3.32 120 18 1.265 0.156 0.000 56.17 43.94 12.23 2 3 36.15 8.00 22354 4.98 120 18 1.265 0.156 1.733 43.94 40.18 2.03 3 4 36.15 32.00 2232 5.98 120 18 1.265 0.156 0.000 40.18 25.26 14.92 4 5 0.00 21.00 32 9.27 120 9 1.400 0.000 9.100 25.26 16.16 0.00" 4 6 36.15 50.00 32 9.27 120 9 1.400 0.095 0.000 25.26 19.61 5.65 6 21 18.00 12.00 3 3.31 120 9 1.109 0.081 0.000 19.61 18.37 1.25 6 22 18.15 . 8.00 3 3.31 120 9 , 1.109 0.083 0.000 19.61 18.68 0.94 A MAX. VELOCITY OF 9.22 ft./sec. OCCURS BETWEEN REF. PT. 3 AND 4 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. MATER SUPPLY/DEMAND GRAPH 124 Peachtree Lane N.Andover,Ma NFPA•13 D 2 head sprinkler test 140.00 130.0a t 120.00 _ W W _ ._ _ _._ _.'_�. _j P 110.00 R 100.00 E 90.00 - S 80.00 S 70.00 GO.aa R 50.00 f 40.00 . i._ 30.00 20.00 ,. 10.00 0.00 0 500 1000 1500 2000 0 Supply: 35.00 psi @ 995.00 gpm Demand: 56.17 psi 0, 55.15 gpm FLOW - Fire & Building � TRAL Products CEN 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 impair the integrity of these devices. Description The owner is responsible for maintain- The'Series LFII (TY2284) Residential ing their fire protection system and de- Flush Pendent Sprinklers are decora- vices in proper operating condition. tive, fast response, fusible solder The installing contractor or sprinkler Y�' sprinklers designed for use in residen-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. apartments, dormitories, and hotels. r.v4y When aesthetics i the major2284Sprinkler/Model r ..:.:.. consid- eration, the Series LFII (TY2284) `'���•-:•:::r'- should be the first choice. Identification The Series LFIi are to be used in wet !!lumber 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 perOperation 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- solder melts and enables the internal quired residential flow rates at reduced Maximum Working Pressure:175 psi(121 bar), components of the sprinkler to fall p 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/psilt2(60,5 LPM/barl/2) its operated position (Reference Fig- (TY2284) features a separable es- Temperature Rating: ure 1C),permitting water to flow. cutcheon providing 3/8 inch (9,5 mm) 162°F172°C vertical adjustment. This adjustment Vertical Adjustment•. reduces the accuracy to which the pipe 3/8 inch (9,5 mm) drops to the sprinklers must be cut to help assure a perfect fit installation. Finishes: TY2284 has been Sprinkler and Escutcheon: The Series LFII (TY2284) White,Chrome,or Black designed with heat sensitivity and water distribution characteristics Physical Characteristics: proven to help in the control of residen- Body . . . . . . . . . . . . . . Bronze tial fires and to improve the chance for Deflector. . . . . . . . . . . Copper occupants to escape or be evacuated. Valve Cap . . . . . . . . . . Brass 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 TFP420 Page 2 of 8 TFP420 Minimum Flow N and Minimum Flow(b)and Minimum Flow N and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(a) Ft. (Max.2 Inch gise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 121nch:Run) for 12 Inch Run) than two sprinklers in a,compartment. (m x m) 162°F/72°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20. 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a)For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to,Hydraulic Design Criteria.Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER mantling sprinklers.The minimum re= Design quired discharge from each of the four Beam Ceiling sprinklers is to be the greater of the Design Criteria Criteria following 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 temperature rating and the maxi- C- UL Listed and C-UL Listed for installation P 9 C UL Listed for installation in resid en- mum allowable coverage area. in accordance with the following trite- g tial occupancies with horizontal ceil- ria. . A minimum discharge of 0.1 gpm/sq. ings (i.e., slopes up to a 2 inch rise NOTE ft.over the'design area"comprised over a 12 inch run)with beams when of the four most hydraulically de- installed in accordance with the follow- When conditions exist that are outside manding 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 manufacturers 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 NEPA 13 for residential sprinklers. beams that principally run in one direc- tion as"primary beams";and,to iden- may be utilized. Operational Sensitivity. The span- tify the beams that run principally per- klers are to be installed in the flush 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 quired sprinkler flow rate for systems escutcheon. necessary for proper sprinkler protec- designed to NFPA 13D or NFPA 13R are given in Table A as a function of Sprinkler Spacing. The minimum tion),as"secondary beams". 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- fied 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-corn- 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- TFP40 f . Page 3 of 8 WRENCH RECESS #4948 WRENCH&SOCKET COMBINATION 3/32"DO mm)TYP. FACE OF LE DO NOT SPRINKLER OVER-TIGHTEN r_ FITTING 1 I WACCEPTS WRENCH .(_ 1 3(8'SOCKET 29132±3/16" #4947 DRIVE (23,0±4,8 mm) SOCKET \ 9WRIE \ �/ FIGURE 2 CEILING LEVEL MOUNTING SPRINKLER SOCKET TOLERANCE SURFACE WRENCH&SOCKET COMBINATION LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2"(50 mm)DIA. �\ 29/32±3/16" I 1 2-1/4' (23,014,8 mm) - - (57,2 mm) C l HEAT COLLECTOR FIGURE 3 2-15116'(75 mm)DIA. PROTECTIVE CAP REMOVAL TOOL B 1/E"NPT f- -� 7116'(11,1 mm) NOMINAL MAKE-IN 9/16'(14,2 mm) l_ 1 15116'(23,6 mm) O DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LF11(TY2284)RESIDENTIAL FLUSH PENDENT SPRINKLER i 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- A tional shape of the primary beam may dential Sprinklers. z be rectangular to circular. Sprinkler Coverage Area and Hy- Secondary Beam Cross-Section. draulic Design. The sprinkler cover- E E Maximum depth to be no greater than age areas and hydraulic design criteria m q the primary beam and the maximum as presented in the Table A for"Hork width is unlimited.The cross-sectional zontal Ceilings"are to be applied. shape of the secondary beam may be Sprinkler 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 wall to cen- 23/32 to 1-3/32 inches (Fig.4A).The FLUSH ter of the nearest beam and from cen- vertical centerline of the Series LFI I 1Y2284 POSITION 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 4B). E E Secondary beams of a depth equal to E E the primary beam must be placed so NOTES Nr 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.513). 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 TY2284 use of secondary beams as described sprinkler drop to be placed adjacent to MAxiMUMabove. Otherwise, secondary beams the primary beam. ONE-HALF BEAM(50, need not be present. mm) Secondary beams of across-sectional Beam and Soffit Arrangements. A 2•(50, WIDTH PLUS soffit is permitted to be placed around depth greater than one-quarter the the perimeter of a compartment with depth of the primary beams are to be the beam arrangement within the sof- a minimum of 3 ft. - 4 in. from the fi. . area(Fig.6).I . FlGURE 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 Seconda beams of across-sectional the obstruction rules of NFPA 13 for (Refer to the"Beam Ceiling n' residential sprinklers. Design Criteria"section) depth no greater than one-quarter the 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--►f —A--� DISTANCES ARE IF MEASURED TO 14'(356 mm) COMPARTMENT MAXIMUM WALL FACES AND TO CENTERLINES OF BEAMS A-T-4'to 6'-0'(t,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING AVING A 14"(355 mm)MAXIMUM DEPTH PRIMARY BEAM 20-0'(61 m) MAXIMUM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0'(6,1 m) IF B A=3'-4'to 6'-0•(1,0 to 1,8 m) =i FOR PRIMARY BEAMS HAV- SECONDARY - '. B ING A 14'(356 mm)MAXIMUM BEAM DEPTH B=20'-0'(6,1 m)MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM SO THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED - 20'-0•(s,t m) COMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0'(6,1 m) F 6 IF C A=3'-4'to 6'-0'(1,0 to 1,8 m FOR PRIMARY BEAMS HAV- ING ... ......... ... �.....,..,..,...... A 14'(356 mm)MAXIMUM SECONDARY C DEPTH BEAM C=3'-4'(1,0 m)MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY —o�— BEAM C-ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25%OF *REFER TO PRIMARY BEAMS FIGURE 5B COMPARTMENT FOR SPANS WALLS EXCEEDING 20'-0"(6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS - FIGURE5 BEAM ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) i 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(TY22B4),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 rarity 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 of a fire orinad- components which have been subject Escutcheon: vertent operation may result to misuse,improper installation,corro- sion,or which have not been installed, Escutcheon for Series LFII (TY2284), 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 Associa- (specify). Inspection Service. tion,and/or the standards of any other Chrome.................. 56-123A-001 Authorities Having Jurisdiction.MateWhite- rials found b co Fire Products to e Black.................... 56-123-0-001 y T Pdtb Tyco Black.................... 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 assume for It, any other obligation in dentia) Flush Pendent Sprinkler, P/N 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,P/N 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 FIT- NESS FDR A PARTICULAR PUR- POSE. Page 6 of 8 TFP420 6 SECONDARY BEAM ■ PRIMARY ' `USE DISTANCES SHOWN BEAM IN FIGURES 5A,513&5C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES FACE OF SOFFIT COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section) fitting to the mounting surface will be Installation nominally 29132 inches (23,0 mm) as - Care and shown in Figure 1A. The Series LFII (TY2284)must be in, Maintenance stalled in accordance with the follow- Step 3. With pipe thread sealant ap- 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 NPTsprinkler 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 ftlbs. (9,5 to 19,0 Nm). A maxi- limit"indicator on the Protective Cap to main control valve for maintenance mum of 21 f.lbs. (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 ltered after leaving the factory.Modi- cracks,including cracks on the protec- just comes in contact with the ceiling. fied 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 lation. 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 %" - 2" caP acify relief" Reduced Pressure Zoni 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. sosaT 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 o -bined , k 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 a drain line recommended. When installing a seated, bronze ball valve shut-offs No. 909QT. Sizes a/4,' drain line,and air gap in necessary(seepage 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, and 1"only �+ Suffix Capacity QT-with quarter-turn full ort resilient seated ball valve shut-offs 4 port, As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze strainer Research at the University of Southern California lab tests. y HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mecbanicalrirrl ation system flow rate 7.5 feet per second 9 y � I P ) 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 8 Features 4 Quarter-turn ball valve shut offs ® Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM e Designed pressure drop • (Nodular design 5 75 10 15 20 FPS • Simple and economical service • No special tools required for 20 11,909 High capacity relief protection servicing against combined back-siphonage/ 15 backpressure backflow cs 5510 Standards (see page 3) 0. 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- 575 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" 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(i ches) Wgt.(lbs.) S 75 10 15 20 FPS inches A B C D E F G H . We strainer 20 1 1/2"909M1 14 21 V. 1N Ni. 4 4Y4F14 6Y4 31/8 155/8 14 1 221/4 17144 75/ie 4 4a/i 7 3'/e 17/2 15 015 1Y4 251/4 20Ye 101/e .5 65/4 78k 51/4 421/4 401% 271/4 21% 101/e 5 65/8 74/z 5'/4 44 40 a10 2 3014 .235/4101/4 5 65/4 7Yi 54/4 47Ye 1 40 5 -A20 10 20 30 40 50 60 70 80 90 100 GPM n 2" 909M1 5 7.5 10 15 FPS 20 • (515 ----�, a 10 I r s l 909OT•S _°8 5 g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 73 10 15 FPS VSR-SF e ®P0 ER FOR SMALL PIPE VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081,Craig Road•St. Louis,MO 63146-4161 55 Glen Cameron Road . (314)878-4321 •(800)325-3936 Thornhill, Ontario, Canada L3T 1 P2_.� www.pottersignal.com (905)862-1833 UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI "'- Minimum Flow Rate for Alarm: 10 GPM a Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws i ' Contact Ratings: Two sets of SPDT(Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. ` Usage: Listed plastic,copper and schedule 40 iron pipe. Fits pipe sizes- 1",1 1/4", 1 1/2"and 2" ..,., '* Note: 10 paddles are furnished with each unit, one for i ''• each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2"polybutylene. (CTS-Copper tubing size) y Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. •NEMA 4/IP55rated 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 a� explosive environments. ' ' Service Use:,fp Automatic Sprinkler. NFPA-13 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 mper 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- tions with the proper adapters.so that the specified TEE fitting switches and an adjustable, instantly recycling pneumatic 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 he 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 e or the drain and test connection, if an inspector'A,_P, 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 theF system, application of the VSR S i Y units should not be installed withinpp 6 of a valve, dram 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 Tan VSR-F ER 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 FOR DESIRED TIME DELAY. USE THE MINIMUM -® ALTERNATELY TO AN AMOUNT .OF RETARD NECESSARY TO PREVENT EVENTUAL 50FT.-LBS FALSE ALARMS, A "B" SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO V. f � °V DWG. /923-3 CAUTION: TO INSTALL,DRILL A HOLE AS INDICATED: ll�, MOUNT ON PIPE SO An uninsulated section of ARROW ON SADDLE a single conductor should PIPE SIZE HOLE SIZE POINTS IN DIRECTION not be looped around the OF WATERFLOW 2'to 2 1/2• terminal and servo as two (50mm to 65mm) (33mm t2mm) I ROLL PADDLE IN separate connections. OPPOSITE DIRECTION The wire must be severed, 3.10 2•mt/8' OF WATERFLOW thereby providing supervi- sion of the connection in the event that the wire DIRECTION OF becomes dislodged from WATERFLOW under the terminal. APPROX. RETARD SETTINGS (IN SECS.) DWG. 1761-30 p 10-25 20-40 35-55 50-70 6D-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER STYLE B (CLASS B) END-OF-LINE RESISTOR CKT. DR BATTERY POWERED (SEE NOTE) OPEN ON ALARM CLOSE ON OPENON CLOSE ON ALARM ALARM ALARM EOL RESISTOR SIGNALING DEVICE NOTE: FOR SUPERVISED CIRCUITS SEE "SWITCH TERMINAL CONNECTIONS- SUPERVISED LOOP (SEE NOTE) DRAWING AND CAUTION NOTE (FIC. 1). - TYPICAL SWITCH ACTIONOPEN ON CLOSE ON TO ADD'L OPEN ON 'Y / FROCLOSE ON CONM OL ALARM ALARM DEVICES OPEN ON IJ' TROR RETURN ALARM , ALARM PANEL TO CONTROL ,y DWG. X761-15 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.118800001-REV L MFG.#5400761-11195 PAGE 2 OF 2 / -=H=5Ii .� IVI I AIVD VIII S 1 KVt MULTITONE ELECTRONIC SIGNALS Peter 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 78-432 ( ) 8 1 (80.0) 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 Whoo , Siren or Hi/Lo Tone. Wheelock's Code-3 horn and P a 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. }s. Code-3 Horn and Tone meet NFPA/ANSVISO temporal pattern for standard emergency evacu- ation � f 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 Current+Ratings Model MT 12/24' MT-24-LSM (Horn) (Strobe/Horn) Stock No. 1610914 Stock No.1610915 Tone. Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 .92 87 Murch Time Horn 0.040 0.023 99 93 0.405 0.368 99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.368 99 93 Code-3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 HVLo 0.020 0.014 93. 88 0.385 0.379 93 88 PRINTED IN USA MKT.#8850002-REV A PAGE 1 OF 2' 11/05 I I r•r 'it• 51•;t; o..: �°to Y "Wr• /' Ov:• .-.ld�o •° •°°s .�n�v9tC C �7 r9 ,f.,i:::•:.•!:•l v,: p• •° �:o?4�e grTpy��(Y�', .1• t. roo my �:r'^♦ems •••: (b 4':;::':' �:i o• vb o v4 ,��Y' 1 •� ��Si p ar`• y oo�•':�I��4✓e��1•,••;r�'�:�I ya . ' t'�.,,�' q.Y 0�0 'U.•t?.•, e O • ;:,'Y+e�1GQ\•�r'Je '�eq�a4 1 k Y"•i p • .i1%:°�.�qqt��'� .,r:!,...,.;.ry•1qy yyvc•6 q,r0 La Jo` ° o :•�� .v°;tiS7�:�1• .'b"•° 'ni.�yt�. 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IN' � :1 .4� r Y •'A 1�^p••' •,.- :r: •; ':!•:i.1V)r.ar�l�4 h v �::''• , c ,t• 5 . j 1ri.'.ej' I�'r•,'/�� .1. . }jr.•'. r 3"::j.:':i!, • :( r ,,� i. .i 2'�l - ri {�, °'• ,.r;.;:... ..;)�,:..:ec'N„r-rte, •' • � � } •� •�jl�'i �y 3�+1 ,. �.o••••:.,� '���itJ. . �f , :�••r;;,• +J�1-:y�'; „o, o°' , ?2cS���'{�.1 .0 qr, •i � ' �f ��i r }t) �, Vq°y •N)l AI•!-�.�.,,}., '„y h; '��°^,� 'qyo�, �j L •r' 'a ,(� J xFr INSTALLATION INSTRUCTIONS r . s- Fumes: If the filling cup is above the highest sprinkler, F use the.following installation procedure: FireFighter and FireFighter 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 f 3 Use the end sprinklers to vent air from the in q o antifreeze U p piping.. f =, within these systems should also conform to NFPA a requirements. 4. Back out all of the sprinklers slightly,until ' -�'" • - 'Y= antifreeze appears.This assures that the piping is : Use of antifreeze solutions should also be in completely filled and all air has been purged fromp ��' •' conformance with any staffor local health codes. the system. �, •� Please contact your local health authorities if you �;,•t,,. � have any questions concerning the codes in your area. If the filling cup is NOT above the highesto sprinkler,use one of the following installation ` .•.. . Maintenance: :•�?�'�``t'Go� procedures: —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. t�q.�, shown in the diagram below. To test the freeze protection level of FireFighter,use a .,a 2. Tighten the sprinkler heads and open the valve •;; small hydrometer to determine the specific gravity of f marked #1 until the drop pipe and the section of pipe ;;..;:•:::•;: the solution.To maintain a.-151F flow protection,the �.:., �,° ,.. above valve 01 are empty. specific gravity of FireFighter should be 1.141 at 77'F. 3. Close valve #1. Close the filling connection valve. °r3 To test the freeze protection level of FireFighter PG, •:;:.;�. :� of Slowly open the supply valve wide. :t•° use a small hydrometer to determine the specific c = gravity of the solution.To maintain a —15'F flow �:,�;?r�' Or: p� protection,the specific gravity of FireFighter PG should ;y�' !� be 1.030 at 77°F. 4y , Use a small pump to add FireFighter or FireFighter PG 'uta h:�ti ,,k .. ? to the system at the valve marked #2 in the diagram � :.fit'' g • . f:a�41 —When the test indicates that the solution has ?�' � 2 below. :• weakened, empty the system and replace with fresh t-,.� §; Foy I a ' FireFighter or FireFighter PG, according to the •.'•�d y HEATED AREA UNHEATED AREA installation instructions. a '; Filling Cup Sprinkler Head •,fin�.; � 'e,p. y,:J: Water Supply I X14 ; �„•�a• t "v�n v .k IN Solution 12 ins.q. �•,:. ° "`�~���' �`� Approved u� Indicating Valve Wall ;,,. �• ,,,.,.., Drop 5 ft.min. ■ J '`a° :v�e''A y�G;�•'moo • M Check Valve ,{ M ``' "=•' [1/32"hole in I ` _ .. ;;�,. '•:.. , Capper) Drain Valve Please turn to back panel for additional information. %:•;� i 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 11°F is 1.137 grams/ml where freezing may either cause damage or interfere —Viscosity at 771F is 7.05 centipoise with the functioning of systems or equipment,-and/or _pH of FireFighter is 7 t toxicity to humans or animals is a concern. Boiling Point at Atmospheric Pressure(760 mm) is 212°F FireFighter is compatible with all approved types of pipe, including BlazeMaster"' CPUC sprinkler pipe FireFighter PG: and fittings. _ Density at 71°F is 1.026 grams/ml _ Viscosity at 71°F is 6.15 centipoise ' FireFighter PG is compatible with all approved types 1 _ pH of FireFighter PG is 8.0.9.6 of sprinkler pipe systems,with the exception of CPUC. Boiling Point at Atmospheric Pressure(760 mrn) `i is 222°F Sizes: Freeze Protection Properties: }�• . FireFighter and FireFighter PG are available in: -One gal Ion plastic bottles(6 per case) �. a"i ' FireFighter and FireFighter PG: , _Five gallon pails sJ? —Minimum Fluid Flow Temperature is—15°F ` 30 gallon drums n 15,` _Minimum'Burst"(Hard Freeze]Temperature is—50°F r —55 gallon drumst�4 �r 5000 gallon tank trucks `1p.., Flammability: l a Color: FireFighter and FireFighter PG are not flammable since they have no measurable flash point(Pensky- .. FireFighter is orange '=" Martens Closed Cup):however, both products can FireFighter PG is red_ flash or burn if the water content is evaporated off. Y+� Applications: �'a� �; FireFighter: � s;c .•• _Flash Point is 350°F Wet.fire protection sprinkler systems I.• _Fire Point is 400°F" . • d '♦ ' Ingredients FireFighter PG: _Flash Point is 2140F*u ~' a•, FireFighter. _Fire Point t is 220 F.r;r d s _Active Ingredient. Glycerine Other Ingredients:Water - °v Toxicological,Environmental and Health Viscosity Reduction Agent ?, Information: Dye r. 7:::: :.;;fit>.:.. s , FireFighter and FireFighter PG are virtually harmless FireFighter PG: to animals or plants:however,the disposal of these ?: _Active Ingredient: Propylene Glycol 'd``4' ....,.., ,�;�� �. materials should be in conformance with national, �. .. .:..: Other Ingredients:Water �' ����) state, and local health codes. •a• Viscosity Reduction Agent FDA Dye �`'4 7 References: r c;r GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe"by the Federal Food and f G Drug Administration. , FireFighter Freeze Protection Fluid".is a trademark of The Noble Comoahy. `elazemester-is a registered trademark of R.F Goodrich :'.�' ... °'Non toxic is used to describe extremely low chronic and acute toxicity ''' 'r�' c , •, No maximum safe intake for humans has been established.The product is 3':;''`''� considered GRAS[Generally Regarded As Safe)by The food and Drug s`- S Administration �;P!'l"•';?S °°Cleveland Open Cup �-RECOMMENDED CONCENTRATIONS l .•ohs' o�:••° {,� •E�' o• i fes/ V r. FireFighter and FireFighter PG are intended to be used X ,7;> p• �r, �•o° �, undiluted only. i. ;b""�,° k ,Y� o a �. D " ••r q o°~ : •°Ao-o��••r•• .o .•r6 o e6e{•` ' yhy• AVAILABILITY *r 1• •.q.. '-''�, o •.. . ,`. '° it �••' K r FireFighter and FireFighter PG are available "s;' w 6,,�/ f, o•:•;o,��(Z�, , r�, bb 1�� .° throughout the U.S.through wholesale distributors. • ;,'f b' :x5';:°'• 4 ' .;< Please contact The Noble Company for your localM o°'�,;; • `' , gid';:` ! ?'• o • apl•e• representative and wholesaler. k ' t��� �•.., �,.;µ•:.;:�5'�r�• :�w Appy ♦ �,•.. p L•t t4, ��'�' `• ,Ll )i•°,'r I'ir:`.,•., �.;i,•:�••;r,',, • f•/.�a,',�,`•� '• TECHNICAL SUPPORT '°; ' '"� .r'� ;�.t;kt�.,,;', .° . r,;� a'ti,�.♦ q '; ,/��a�,�!'�:;'.%(� /, f� } , �����, ,, tom`• •: '1 Specifications, installation design, installation °' ;° a` .�.,lf �q r •°; o''Y�(:tiS ." ti :" °°•'` ", °��`"k':•`�,r f$•'',�'`'�1 {`'R,�y".,�,techniques,and unique applications ill a reviewed , upon request.Address inquiries ATTN:FireFighter Technical Support. � :' ,•; ;`�' • til• ' 9� . q+? •';r.'.�•rill••'l YCI;':?•�q. Q•�,S �• a'''`• ' •,(�r�'""• .'• ', Field service is available through factory representatives °�" S•'�``' ' °asi '`":,� ��:.•::: •;;:%�•. ., ��j.-,•;,: �}t,.!,�.t Ali • and Noble Company staff.Contact The Noble Company " .. {• ;z•, '': - J=1 47• : ::.': 5 . ' . for local representatives. '' `'% '-� °�`� =a :�''; 4i: •;:: 1' '' •' ;",:p:j,{'1:::+��yi.,• gip`' '•.:• ,. .'•• , , '�,�1'\',• 1 A f wd : a°,000.••.'{�a The Noble Company /�,� b°m •; e:o;.•;:•.:?J •>:ti3"��-;;,;z 614 Monroe Street f :•�:,�•eql.• rt B oi! sir �.'%iy� f ���d��d7� Grand Haven, Michigan �;��,.,,. QJ>,� ,. , „r • 49417 �q �p•�`.:.-^ort ��o; i ti� •• Phone:(6161 B42-1844 r67� —(0625r F•• ::; '� :r:i:�• ° FAX:[616J8421547 •',:..xw';:'"' ' •":r' ::% I :r n• ��,:� `::..,`,��.,,..•�./r.�i���:;.gip•.:.•}rh C• y •• •. , , - r! �4'r•1'!.�•.o•�..r'•:�,• ,�•':�r •r, Iti�..:: .;;f,},v, a. •y°cf t r'�� - %C,7;•? Ja�l1�•/yi ,Ohm ts•''� o •,:• i��....:,.!c�C;•r/j^ r' q SC�•,, e" , • '•� :o V�•:�l���yyy///,,, y r/,•: !�.(:.' :•:: '_ r:�{r •.�aw�.!y.; v� i ,o Sr t4jJ7 j••�!'�;,• •"�,• �l•j:,°,•,.�.;,o tit•y:•::;a..,.`7..:..:4 r A lard , .� i •' .2= •r. T t•� Y,,.Ci: •:btu:•. l%^ "O��S'• • 1�.G' `. •`�ri'r;�.:�. i-5 �'•�•c� 7 S- 0 r ,L - Y._�,�• R '/� r/fryy�[{'+nye':��/?• 'la kltn •L ,�' 1' •.ter ./� �' •; ; 4r. ' Printed In USA r> i�° 01989 The Noble Co.Form IFFPIG 289 fl fly d for h g n Sizes 2„ aPacify relie Reduced. Pressure IKr4. p$ To prevent back-siphonage and backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross-connection. sosOT 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" ` r , 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 a/4 drain line,and air gap in necessary(see page 5). and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD AvaiIable M.3d,eIs CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/4"and 1"only Suffix Capacity QT-with quarter-turn,full port,resilient seated ball valve shutoffs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S with bronze strainer Research at the University of Southern California lab tests. HIN-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalrirrigation 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) rn 12 FAE-with flanged adapter ends(11/4",1 th",2"only) a 8 Features 4 4e Quarter-turn ball valve shut offs ® Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM o Designed pressure drop • Modular design 5 75 10 15 20 FPS e Simple and economical service o No special fools required for 1 '909 e High capacity relief protection servicing 20 against combined back-siphonage/ 15 backpressure backflow a10 Standards3see page� P 9 ) 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- 57.5 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. Di 7 Do Dimensions-W, (approximate) 0 10 20 30 40 50 60 0 BO 90 1 GPM Size Dimension(ii iches) Wgt.(Ibs.) 5 75 10 15 20 FPS �� inches � • A B C D E F G H win strainer '1 /z 909M1 r 20 °Y4 211/ 1 171/4 75A, 4 4Y, A734 151Y6 14 1 22% 173/4 Nis 4 4:/4 17'/: 15 �15 11/4 25% 205/6 103/e 5 65/6 42-'4 40 1'/: 273/1s 213/4 103/6 5 65/6 44 40 a 1D 2 303/4 235/6 103/6 5 fish 473/6 40 5 _c- A 0 10 20 30 40 50 60 70 80 90 100 GPM 0 5 7.5 10 15 FPS - 20 2"909M1 /X. A-H 15 E10 s 5 g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS STRENGTH OFCOPPER TUB[NG SAFEWORKING INTERNAL PRESSURES TYPE.K TYPE L TYPE M wrr' ;'.Nom.Slze' 1500F. 2500F. 3506P.?400 F. 150 F. 250 F. •350 F, 400 F. MOR 250F. 350 F.:.400 F. Inches.;:.: O.D. (PSQ , (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSQ (PSI) (PSII 3130 3030 1980 1300 3/ie 1950 1890 1230 810 s/+ 1530 1480 970 640 1160 112D 730 4BO 1160 1120 730 480 1200 1160 760 500 3/e 1200 1160 760 500 900 870 570 360 750 730 470 310 '3 '/i 1170 1130 740 490 800 770 500 330 560 540 350 230 •;i;•,%:a•:::+.M1:•?.'.''<•C ••T'=�`:"''• 920 890 580 360 740 720 470 310 500 . 480 320 210 3 x =,;.:,...:.l.:•;;,..,;; /+ 760 730 480 320 650 630 410 270 450 430 280 190 Gr, r i; ,'y4 ?."'t'-c,3/'iS:?4•y;4r •`�/e 8B0 8SO 560 370 590 570 370 250 400 390 250 170 680 660 . 430 260 510 490 320 210 340 330 220 140 3/e 550 530 350 230 460 440 290 190 340 330 220 140 ...... Is e 520 500 330 220 430 420 270 ISO 340 330 220 140 .::%xatl'.:Y:.�:..; ,.•., 2 ..�•,.•..;,. 2�/e 450 430 280 190 370 360 230 150 300 290 190 120 25A 420 4DO 270 190 350 340 220 140 280 270 180 120 410 400 260 170 330 320 210 140. 260 250 160 110 31h•". 3s/e 330 370 240 160 320 310 200 130 260 250 160 110 ' 4 i•' 41--`- 4 1/s 370 '360 230 ISD 300 290 190 120 260 250 160 110 S; <'' ` .5�/e 360 •350 230 150 '286 270 180 120 240 230 150 100 370 360 230 150 260 250 160 110 230 220 140 100 'i'a�st�,a,'FF;!��;;:�:_'• 8�;"a.:::'t�'�c�,8/e 390 360 250 160 280 270 180 120 240 230 150 100 10 s/e .39`0 360 250 160 290 280 180 120 240 230 150 100 (p'}';/1 390 360 250 . 160 270 260 170 110 240 230 150 100 NOTE;:1'50...F=S(Allowable stress in pounds per square Inch). 6000 psi S 51101)psi h r• ` r350° F•S 3800 psi .. 4D0° F S.250004 . pd�"raw ; 73I}r 1 1 k y e� y `INTERNA! VOLUME OF COPPER TUBING " 7 ,l''•::. Cubic ruches Per Cubic Feet PerGallons Per lzp.a Foot 100 Feet _tJi►iri.Size of Tubing of Tubing 100 Feet of Tubing ... '�� �;; ,�`,,�h Inches ': • K L M K L M K L M .936 .0542 405 ?•; a....,:: / 1.524 1740 1.908 .0882 ,101 .110 .669 .753 .826 2 616 2.796 3.048 .151 .162 : .176 1.132 s .1 1.210 1.319 4A08 4.176 .232 .242 . 1.735 1.808 }' 3/+ - f 5232 5.808 6.204 303 .336 359 2265 2.514 2.686 . 9336 9.900 10.488 0. 86 .540 .573 .607 4.042 4.286 4.540 1 s+ ; 14.64 15.12 15.72 8 85 .88 .91 634 645 6.81 20.64 21.36 21.96 1.19 1.24 127 8.94 9.25 9.51 ` 2 36.12 37.08 38.04 2.09 2.15 220 15.64 16.05 16..47 G 2 55.92 5724 58AB 3.24 3.31 3,40 2421 24.98 25.40 3 11 4 79.68 81.72 8376 461 473 4.85 3450 35.38 36.26 ash .�. 108.00 11052 112.80 ; 6.25 6.40 6S3 c 4675 47.84 48.83 4 5 140.4 144A 146.4 #4 8.1 8.3 85 60.8 623 63.4 5 2172 224.4 226.8 126 13.0 13.1 94.0 97.1 981 6 FAQ .3108 3216 326.4 18.0 18.6 18.9 1345 1392 141.3 • � : .� 24 • Table A-2-3.4 Copper Tube Dimensions Type K Type L Type FJl Nominal Outside Inside Wail Inside Wali 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) 3/4 0.875 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (20.6), 0.032 (0.8) 1 1.125 (28.6) U.995 (25.3) 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 . (26.8) 0.035 (0.9) 1.'14 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) 172 1.625 (41.3)- 1.481 (37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1527 (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) 2'12 2.625 (66.7) 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 (2.0) 2.495 (63.4) 0.065 (1.7) I 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2.945 (74.6) 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) O.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0.095 (2.4) 5 '5.125 (130.2) 4.805 (122.0) 0.160 (4.1) 4.675 (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) 5.881 (149.4) 0.122 (3.1) a 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4.3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) . INCORPORATED r� CORONA,CA•(714)737.5599 32A 1 FIG. 22 HANGER FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range-3%4"thru 2"C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in , ,,. , e automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in ,, i1 the horizontal position. Figure 22 can be installed on the top of a beam,but in this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double ub a Fastener Strap an .Hfor C.P.V.C. Piping. Hanger g P g 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 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 ta 'r.�� r >�. ,/r� -tri f'- -sa,.i :.l t �, -'j/ �?�.s..'"- �`.;2u.c7 � ry Jt'•1 3,7'36.6 F i r tj r '-.':J�],{),.Y:,,c r.-�?F' ..,1✓,4'�., ;..tX,r9 1 1/4 3- 1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 11 _ �,x"��'r�'�„J1y m��� �r�sMlxYa.,.d'r"Y•i:-�n'1'� / �'�y�^'�4P'�"�{"yr"�r�l� �Y�i'r�:.�X1 :�/l�y�r{, ��hf,, r, r t rp 1,.fr> n „ �.� �h _ t.�.n�"rr�•'+�.i•���.f"Mn l�ie'w.w��s.....m+.°`...au�•:Lu.._1��w�G.;.�J`� j;y ..���«" ;'•rte ��1. � ,.. {��1-I�lnei��5 3. t. ..�n'7�,1- dQ`7-Gr)s '�G v hxus.V• ..d! ..Qr/luLS�.:.Y�i..., .. ....w _C.l.,,.�.tn..ti..,1:.. S. •...w�'n"-t.r).. .. ... ., 2 3-3/4 2- 1/8 1-3/16 8 5/16 1- 1/4 15 BUD INCORPORATED o 432B CORONA,CA•(714)737.5599 t, 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 #1 •1 I I (E—B-�I�--B—It-I j '. 1=J C G A 1• E-- A 10- Size 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 be used as installation tools. No impact tools (such as a bottom of a beam. The Fig. 23 can also be installed on the hammer)or impact fasteners(such as drive screws or nails) are side of a beam. 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 er s rinkli °° p piping. Meets and exceeds the requirements of - Minimum fastener size acceptable, #12 x 1-1/4" N.F.P.A. 13, 13R, 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 1-5/13.2 1-3/16 1-3/16 5-1/2 5/16 1-1/4 v.q{,;,..5'.1a,t• r ,H a 9 r ° n ✓.a z t c� r ^{ I roy 7 { �= }irr�i'� 1-1/4,— 1/4t 4-3/16 3 2-3/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 �t 1-1/4 11 Y^k i +q'c7 t ..a V 1t a tC �3 o- /y9..e x s.F••a t,^t x�+a,{art T 732 2 1IS i 3/16 � �16 Ms i: r tw �wus.art p„ �t p`{ 2 4-7/8 3-11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1-1/4 15 Central Sprinkler BlazeMastero J JJ J J J J J J J J J J J J J J .J JJ J .! J J J J J J JJ J INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition It .i.. CENTRAL I i No. 19.1.0 Rev.4. 5!96 Table of Contents Introduction......................................... 1 Handling&Storage ............................... .. 11 Conversion Factors ................... ........... 1 Handling ...................................... .. I Listings and Approvals...........:.................. 1 Storage .......................................... Where and how to use a Central BlazeMaster System: .... I Handling of Central BlazeMaster Cements and Primers .. 11 Solvent/Cementing Instructions.......:............ .. 11 Central BlazeMaster Specifications ........,.....,......3 Pipe ............ ............... ......:.......3 Joining Central BlazeMaster Pipe Systems .............. 11 Central BlazeMaster Fittings 3 Cutting. .................................... 11 Solvent/Cement. ..... :.............. 3 Deburring ..............:... 11 .. .. Dimensions for Central BlazeMaster CPVC Pip .......... 3 Fitting Preparaticii ....................:............ 12 Fitting Socket Dimensions............................ 3 Safety and Health Precautions ,......... .......... 12 Product Ratings and Capabilities................: Estimating Primer and Cement Requirements...... .. .. 1.......4 Primer Application.............................. .. 12 Pressure Rating S:Pressure Listing .....: .............. 4 Solvent Cement Application ............:......... . ..1�' Friction Loss .......................................4 Thermal Expansion................................. 4 Assembly...............................,...... .. 11 iand Cure Times ............................... 1' Physical and Thermal Properties of Central pressure Testing the System ......................... 14 BlazeMaster CPVC ................................ 6 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 Other Design Criteria ............................ .. 15 Vertical Restraint ........... 7 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 Appendix ............... ............. ...... . 16 Inspection.. 9 Helpful Tips....................................... 16 Trenching...... .................... ......... 9 Material Safety Data for Solvent Cements and Primers... 16 Snaking of Pipe.................................... 9 Back-Filling...................................... IO 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 differentiate between a requirement and a suggestion,use the following definitions: SHALL-The use of the word"shall"indicates a mandatory requirement of the Listings/Approval. SHOULD-The use of the wort]"should"indicates a suggestion that is not required to meet the Listings'Approval. Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central.This warrantyperiod o will continue for a p„nod of t„n years from the shipping dale.Materials found to be detective by Centralshallbe repaired or replaced at Central's option.Central will not be responsible for labor charges or consequential expenses or damages incurred asa result of use of its products.This warranty is expressh made in lieu of any and all other warranties,epressed or implied,including the viar- ranties of merchantability and fitness. All sales by Central shall be subject to the terns and conditions stated herein.The placement of orders with Central shall constitute ac ep- 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 recede c . i a ne These terms and conditions of sale shall be construed under and in accordance with the lavas 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 any purchase and sale contract entered into between , entral 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-par S.E.marls on the product. .1ft BlazehfjasteeR is a registered trademark of the BFGoodnch Company. lie M 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 sorinller 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 sprir e.t piping systems • Fle):ibilfty 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 shoe n in this guide areas follows: linch=25.4 mm I foot=0.3048 meters 1 psi = 6.695'kPa 1 psi = 0.0689 bar 1 psi = 6894.757 Pa 1000 Pa=1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPUC 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 Sprinlder BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S.requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by ME&A in Residential.buildings as defined by NFPA 13D and 13R.The ME&A listing number is 434.88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E..Listing. Central Sprinkler Blazel\laster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and FM Approved for use with Central and/or other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,FM Approval Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. I Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R,13D or 24 shall be followed and when applicable,the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A. In accordance with.the UL Listing, protection shall be provided for Blazeh4aster CPVC pipe and fittings. The minimum proieckm shall consist of either one layer of V,"thick gypsum wall board,f"plywood soffits,or a suspended membrane ceiling with lay-in panels or tiles having a weight of 0.35 pounds per sq.ft.when installed with metallic grids. For residential occupancies defined in NFPA 13D and 13R,the minimum protection may consist of one layer of f"plywood. In these cases,any standard sprinkler head rated at 170°F or less may be used. n. ina`coroance withtheU-ULListing, protection shallbeprovidedfort3iazeMaster1,;?VUpips andsittings. Theminimum pro tectiori s4lDns' t ojaeLther-lat'h and plassr,one layer of 9mm thick:gypsum wallboard,one lamer of l3mm plywood,or a suspend- ed meg brane ceiling with]try-in panels o:tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kgim2 when installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills,exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent,individual openings exceeding 0.03x.2,bui not eyceeding 0.71 m-in area must be located such that the distance from the edoe 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-cornbustible barrier from.ar, area protected by the system. A permanently installed barrier is one that cannot he removed without substantial cosmetic da-„age. Drop in ceiling tiles,as used in suspended ceilings are specifically considered not to be permanently installed for the purposes of this definition. Non-combustible is defined as having a minimum finish fire rating of 15 minutes when tested per AST14 E 119. 4.For an exposed installation: A. In accordance with the UL Listing,B]aze]Aaster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick:Response pendent sprinkler installed within 8”from the ceiling or Listed Residential sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewalk installations,Listed Quick Resoonse 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 between sprinklers shall not exceed 14'. B. In accordance with the C-UL Listing,BlazeMaster CPVC pipe and fittings shall be installed below a smooth,flat,horizontal, fired ceilings in conjunction with Listed Quick Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F(65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers,as refer- enced in NFPA 13.However,NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMaster pipe and fittings car be installed in these areas when sprinllering residential occupancies according to these standards. 7. In installations-there sprinkler pipe runs through an attic space that requires sprinklers per NFPA,CPVC piping shall be protected in order to meet the requirements of its UL and C-UL listings.The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings,when installed in accordance with its UL Listing in air plenums,shall be a minimum horizon- tal distance of 24"from an opening in the ceiling such as ventilation grills. The C-UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions,consult building codes and Authorities Having Jurisdiction in your area.Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing-sources,such as light fixtures,ballasts and steam lines.Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Mfnirnum 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. `r 1 - lrCllllUl 1llULCl�lUSiCl 6,l�lC1.1111.U11V11.7 Pipe Central Sprinkler BlazeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the marldngs of Underwriters Laboratories Inc.(UL&C-UU,Factory Mutual(FM),1 E&A,and the National Sanitation Foundation S.E.)for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438(Schedule 40 dimensions from�4'"to 1!")and ASTM F439 (Schedule 80 dimensions for 2"to 3").Female threaaea adapters for sprinller head connections contain brass inserts.Fittings carry th marl: ings of Underwriters Laboratories Inc.(UL&C-UL),Factory Mutual(FM),ME&A,and National Sanaati_-n Foundation WSF-pv:S.E.)for use in potable water systems. Solvent/Cement BlazeMaster CPVC socket connections can be joined using one of two solvent/cementing processes. Connections shall be joined with Central Sprinkler BlazelAoster One-Step CSC-300,CSC400,or CSC-500 Solvent Cements or Two Step CSC-100 Pri*ner 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 revievi solvent cement- ing instructions within this manual prior to installation.. Other primer or cements shall not be used with C,�ntral Blaze1.4aster products and the u s9 of such non-approved welding agents will void the Manufacturer's warranty and product ListingslAppro.,als. 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 DD Average ID Pounds per Feet with ASTM442.SDR.(Standard (19.1) 1.050 (26.7) 814 (22.2) 168 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 thickness 1Y' (31.8) 1.660 (42.2) 1.394 (35.6) .418 of the pipe. 1 f (38.1) 1.900 (48.3) 1.598 (40.6) .548 2' (50.8) 2.375 (60.3) 2.003 (50.9) • .859 2h' (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 Nominal Diameter Diameter Socket Inside Minimum Length Diameter r Size Average Average Wall Thickness Minimum Minimum _ Diameter_ Diameter _ _ __ _'/,' 1.058 1.046 0.719 0.820 0.113 0.141 _ 1" 1.325 1.310 0.875 1.044 0.133 0.166 " = s' -' _1%'_ 1.670 1.655 0.938 1.375 0.140 0.175 I e 1 f 1.912 1.894 1.094 1.604 0.145 0.181 Y ' _2' _2.387 2.369 1.500_ 1.9330.218 _0.27_5_ -" -_214' _ 2.889 2.866 1.750_ _2.316 0.276 0.345_ 3" 3.516 3.492 1.875 2.892 0.300 0.375 Product Ratings and Capabilities �"Presswe Rating&_Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and FM Approved for a rated pressure of 175 psi(1210 kPa)for sprinkler service up to 150°F(65°C). Friction Loss �entrai BlazeMaster CPVC pipe has.a Hazen-Williams C-Value of 150.Pipe faction loss calculations shah be made according to NFPA 1:3ndards. ^.�following table snovl5 the.allov.,ance of iIiciion foss for fit:TICS:expressed in equivalent feet of pips. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size(in.) % 1" - 1Y° 1W" 2" 2W 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 Tee Run 1 1 .1 1 1 2 2 'The above stated friction los:values X'S(or Central BlazeMaster liftings only. Wher,using other Listed B1azeMasler CPVC 90`elc-ws with Central Sprinkler BlazeMaster products, please consult the filling manufacture:'z installofion and design manuals. Thermal Expansion BlazeMaster plastics,Ifke all piping materials,expand and contract with changes in temperature.The coefficient of linear expansions is: 0.0000340 inch/inch rF. A 25°F change in temperature will cause an expansion of%inch for a 50 foot straight length.For most operating and installation conditions,expansion and Table C•Thermal Expansion contraction can be accommodated at changes in direc- Temp Length of Hun(It.) non 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. .1rF Thermal Expansion,TIL(in.) 20 .04 .08 .12 .16 20 .24 29 .33 37 .41 57 .73 .98 1.31 4`'^ Where AL= 12e1(AT) . 30 :06 .12 .18 .24 .31 :37 .43 .49 55 . .61 .86 1.10 1.47 1.96 40 .OB .16 .24 .33 .41 -.49 .57 .65 .73 -.82 1.14 1.47 1.96 2.61 Ex e= x 10''in/in/°F(Coefficient of Linear 50 .10 .20 .31 .41 51 .61 .71 .82 .92 1.02 1.43 1.84 2.45 3.26 Expansion) 60 .12 .24 .37 .49 .61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 L=Length of Run in Felt 70 .14 .29 .43 .57 .71 .86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 AT=Temperature Change in°F 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 228 2.94" 3.92 5.22 An example of Thermal Expansion is shown 90 .18 .37 .55 .73 .92 1.10 129 1.47 1.65 1.84 257 3.30 4.41 5.88 beio�r: O .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%"of BlazeMaster CPVC pipe increase in length(or expand)if the expected ambient temperature ranges from 35T to 85°F7 Changes in length due to fittings are insignificant relative to the pipe. AL= 12el(AT) AL= 12(.000034)x 40 x 50 AL=.82-in.or�XO Central Blazelvlaster CPVC exhibits a relatively high coefficient of thermal expansion(see Table Q.When designing Central BlazeMaster sprinlder systems,expansion of long runs must be considered if temperature variations will be encountered(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 mcEdmurn working temperature are lower than inose used to derive the tables,the numbers will be conser- vative in nature.For example,for a temperature change from 60'F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables D and E. H0m• Avg. Length of thin(It.) For conditions which are riot covered in the Loop Length t'ipe 10 _20 _30 40 50 60 70 80 90 100 120 140 160 Size 0.0. Length of Loop(in.) Tables,use the formulas and examples found in Table H. �' 1.050 11 15 18 2124 26 28 30 32 33 _37 39 42 Note: Table based on Stress and Modulus of Elasticity -V 1'315 12 17 20 24 26 29 31 33_35 37 41_ 44 47 'r . 1V 1.660 13 19 23 26 30 32 35 37 40 .42 46 50 53-- at ` 100'F. 1^ 1.900 14 20 25 28 32 35 38 40 43 45 49 53 57 �.r. Refer to Table H an page 4. 2' 2.375 16 22 27 32 35 39 42 45 48 5D 55 59 _ 63_ AT=70°F 2Y' 2.875 18 2530 35 39 43 46 49 52 55 60 65 _70 S= 1560 psi 3' 3.500 19 27 33 36 43 47 51 54 58 61 67 72 7i E=3.85 r.I U psi - - - Table E•Loop Length(60°F to 120T)AT-60°F Nom. length of Run(ft.) Note:Table based on Stress and Modulus of Elasticity at • �. Pipe Avg' 10 20 30 40 50 60 70 80 90 100 120 140 160 120°F Size OA. Length of Loop(in.) _ Refer to Table H. ` W 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 AT= 60°F V_ 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 1%' 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 S= 1275 PSI E= 114' 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 3.55 x 10'psi 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 _ 2%' 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(70°F to 150°F)AT=80°F Pipe Nom. Length of Run(ft.) Note: Table based on Stress and Modulus of Elasticity at Sipe Avg. 10 20 30 40 50 60 70 80 90 100 120 140 160 150°F 0.0. Length of Loop(In.) Refer to Table H. 3: 1.050 14 19 23 27 30 33 36 38 40 43 47 -50 54 1; 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 AT= 80°F 1G' 1.660 17 24 29. 34 38 41 45 48 51 53 59 63 68 S=. 875 psi 1W 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 E= 3.08 x 10'psi 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2K 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 L change of direction as indicated.Piping supports lane Run of Pipe g P g'' PP X— MIN should restrict lateral movement and shall direct anal movement into the expansion loop. Flerger or Guide 0= The Expansion Loop Formula has the following comMINw1 a ,e5,;lm 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 AL=Change in Length of Pipe Due to Change in Temperature S= Working Stress at I00°F(Table H below) Table H•Modulus of Elasticity&Stress vs Temperature Temperature°F 73° 80' 90' 10T 110' 120' 140' 15T 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 3.23 3.08 Formula.An example is presented to demonstrate the cal- I.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 1,000 875 in inches. 'IS..(psi) Example How much expansion,can be expected in a 240 foot run of 2"Central BlazeMasier CPVC'pipe installed in 40'F given a mmamum temperature change to 100°F? Additionally,how long should the expansion loop be to compensate for this expansion? First,find the temperature change expressed as AT. AT=100'F-40°F AT=60°F Now use Table C to calculate the change in length expressed as AL.Since the run is 240 feet and the table is inclusive to only 160 feet,two cal- culations will need to be made. Length of run=160 feet with AT=60°F From Table C,AL=3.92 in 5 Support and Hanger Recommendations* ` "" Some hangers designed for metal pipe are suitable for CPUC pipe. The hanger shall not g have rough or sharp edges which can come in contact with the pipe.De not use under To L 0 sized hangers.Hangers with sufficient sizing shall be selected based on pipe size(ie; I./" _ hangers for IC pipe).Pipe hangers must comply with the appropriate Standard,NFFP. 1 u :. " 13D,or 13R,whichever applies. "' ` Some local codes may not allow plastic to metal contact.In this case,plastic sleeves or vinyl . ,,,�} � .�"_.• ., .. . electrical tape should be used to isolate the materials.Strapping pipe overly tight to a slruc- tiCPVC tura]member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger,but is not pinched or crushed in any way. PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR . Model No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco,Inc.and Afcon make three hanger/restraining devices that are available for use with �; �� '� t`�'�,,•,�`.� : Central BlazeMaster. The Tolco Model No.22,shown left,or Afcon Model 513 can function as a hanger and as a restraining device.As a restraining device,invert the hanger so that the fastener is down ward.Installation in this manner will prevent upvrard movement of the sprinlaer head dur- ing activation. The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and as ULU a restraining strap. : •. `� 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 YV 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"(ft.)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.' 1%" 2" 2W' 3" shall be adhered to when installing the system. 73' 514 1 6 6% 7 8 9 10 For exposed installations,Listed support devices shall be used which mount the BlazeMaster 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 ii, '' •• will cause the pipe to lift vertically if it is not properly secured,especially if the T sprinkler drop is from a small diameter pipe. TO tCO3. �� When a sprinkler drop is from a i'" 1"or 1 X"pipe,the closest hanger should brace the pipe against vertical lift-up.A number of techniques can be used to brace the pipe such as a standard band hanger positioning the threaded sup- port rod to% 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 CPUC 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(690 kPa) Branch lines shall be braced at a distance front a tee or 3S inch 4' 3' 1 inch 5' 4' elbow to prevent lift of spdnliers as shown in Tables N and N. 1%inch 6' 5' 1 Y inch 7' 7' AY,inch 7' 7' 'Local codes have final authority on which types of hanger can be used. Table N•Support Spacing to an End Line Sprinkler Head Drop Elbow 46 •5"��Y; Nominal Pipe Size Less than 100 psi(690 kPa) GreaLthan (690 X inch g•1 inch 1'0'1%inch 1'4• 1 Y inch 2'AY,inch 2' Maximum Table M A B (Reference Table M)' (Ref.Table N)' When piping is suspended from a deck,hangers are Any distance quired to suspend the pipe as well as for vertical lift between supports , __straint.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 of hanging is used include:concrete decks .,;th rod and ring hangers,"pan decks"on I beams with C- �• /' =.amps,or concrete anchors,and under wood joists with Support SuppoA s_aps or rod!hangers.See Figure 0. Finished Ceiling Line Fig.0 •Drop Ceiling Installation, Maximum Table M A B Bar Joist Bar Joist (Reference Table M)' (Ret.Table N)' y E Any distance between supports U-Bolt Finished Ceiling Line Finished Ceiling Une ti Figure A Side view. Fig,Q•Sprinkler Drop Pipe Adjacent to Truss (Ret.Table M) —A-s No upward restraint or hanger is required between sprinklers. (Ret.Table N) When the piping is supported by wood joists or cusses,the structure provides the support,especially -,.,hen the joists are close together.The only requirement rlth this type of construction is to provide vertical estraint and hangers are not required.When supporting VC piping below the deck,and when the supporting members are spaced far apart,it is important to brace for t �� , upward restraint per Tables M and N.Drop location 2'-0•ton center Finished Ceiling Line between supports are acceptable in any location as lona ) as support 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 with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification ?;Vo pipe or fitting musl be supported near a sprint-.ier head as shown ir,Tables 14 and N. i; : h 1 IXI f Ft �j �T" �C✓ J N87°24'24"E 114.19' 40.7' z O �I N O CP CS! O O TOP FOUNDATION ELEVATION=272.82 O 20.9' m 9.9��- LOT 14 12724 S.F. 0.29 Ac. 21.6' FZ,60 00 ' - O j D=133°50'50" No c� L=140.17 \ �' O / 0 j m PEACHTREE LANE � nN OF 414 -9 of Sv1E HE �M. WE HEREBY CERTIFY THAT WE HAVE EXAMINED THIS PLAN IS INTENDED FOR ZONING 4 fig. THE PREMISES AND THAT THE BUILDING IS LOCATED PURPOSES ONLY. IT WAS PREPARED AS SHOWN. THE STRUCTURE SHOWN CONFORMS FROM EXISTING PLANS AND RECORDS '� 9 ( QTO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF k� �A THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING LOCATED WITH THE STRUCTURES SHOWN TO THE F.E.M.A. HUD FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN 4AI s'�•V / SHOULD NOT BE USED FOR PROPERTY �9 SUR'' COMMUNITY PANEL NO. 250098 0006 C ��--��� DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 14 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, LLC 62 ON AVE. SUITE I STONEH AAM, MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MASSACHUSETTS 01810 SCALE: I"=30' DATE: 11/16/04 Date .............................. tkoRTH TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING CHUS This certifies that .............yam-....................... t...... ................... has permission to perform.-.—. ..-. .. ................................................ wiring in the building of ............................ ...................................................... .......... .North Andover,Mass. at ................................C . ......... Fee.&'.)..��..... Lic.NA.44-441..... ................................ ..... .. ..... ....... .... ELEcrRT4 INSPE MR Check # !'41. 5586 I HE GULVMUNWLAL1 H UP LVL4&"UHUJL71 N Office Use only/ DFPARTMFVIOFPUBUCSAF= Permit No. BOARDOFFMPREVF1MONREGUZ4TTONSR27OMl2VO Occupancy&Fees Checked APP CA77ON FOR PERMIT TO PERFORM ELECTRICAL WORK WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT INK OR TYPE ALL INFORMATION) Date c Town of North dover To the Inspector of Wires: The undersig . d pplies for a permit to perform the electrical work described below. Location(Stree Number) P�1 Ll Owner or Tenant Owner's Address Is this permit in conjunction with a building permit: Yes® No (Check Appropriate Box) 0Lb6 J:P f � Purpose of Buildingrn'1 i ` �/ Utility Authorization No. o^Z Ll Existing Service Amps �Volts Overhead Underground No.of Meters New Servicer,,LO Ampsj OQ Volts Overhead Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work L ll`1 ` No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners 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 oNo.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices ,+ 4o.of Dryers Heating Devices KW Local Municipal � Other L Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER. htsurMWCovaaga PutsW11Dthe te4mmiattsof nwMGnrdIam IhaveaamaltLia, yh>aamxPolicyi<t k&gCMVI& Covw,Wcrilswb6arrialapNailI YES NO .:IhaNcabriwdvabd ofsimtDdr011im YES P� � IfywhaNcc!>tdWYFSpl= thetypeofoomaXby ti INSURANCE f � BOND r7 OIIHER M (Plea9eSpeady) lo 0 • EV afimDale Es lM&dVakleofl~1XbcalWick$ Wotkror&r h>spec>�ortDkFff�ed Rough �,�1L1— Final Signed underlie Pettalfi �pjt>� � FIRMNAME I Y, iioawNa Licensee �(G�A-�� tN�/krw_'V�p`/� S' Lioa>SeNo <j� Busrt>ess Tel Na Nr a ArPcc � �'h I �' lll'i�Yl �S !Y 1� ��7 �1 AItTe1Na OWNER'SINSURANCEWAIVER;IamawarethattheLioatsedoesmthavetheinsuta meovaagaailsa*sta Uq iva)atastagiWbyM GertaalLaws and that my agr>atiue on ttus peur»t appli�oll waives des tegttiternalt (Please check one) Owner 1:3 Agent Telephone No. PERMIT FEE$ Signature of Owner or gen i ��� ��� � � � � � � � ��� a � � � �i i� I Commonwealth of Massachusetts offidial use only + Permit No. Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGUL IONS [Rev. 11/99] leaveblank APPLICATION FOR PERMIT TO ERFORM ELECTRICAL WORK All work to be performed in accordance with the assachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR Y ALL IN RM TI N) Date: -� _Z4 f , .. City or Town of: /'' 1�� To the Inspector of Wires1 4L1 y this application the tgned 'ves notice 6flik or r intention to perform the electrical work described below. Location(Street& T Owner or Tenant Z2 > Telephone No. - -�� •Owner's Address Is this permit in conjunction with a building permit? Yes ❑., No2ohorization (Check Appropriate Box) Purpose of Building Utility No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Completion of the ollowin table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA Above In- o.o Emergency Lighting 10 No.of Lighting Fixtures Swimming Pool rnd. ❑ rnd. ❑ BatterV Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones o Detection an No.of Switches No.of Gas Burners o. Initiating Devices Total No.of Ranges No.of Air Cond. Tons No.of Alerting Devices Heat Pump Number Tons KW No.of Self-Contained No.of Waste Disposers . .- Totals: Detection/Alerting Devices No. of Dishwashers." Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems. No.of Devices or Equivalent No. o Water Kit o.o o.or-- Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to theermit issuing office. p g o CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: e,-2 Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the ai and penalties of perjury,that the information on this application is true and complete. FIRM NAME: Sac�lrity LIC.NO.: I q _j(` Licensee: John S. Bassett Signature LIC.NO.: 1533C (If applicable, enter"exempt"in the license number line.) Bus.Tel.No. 60� 594 5928 Address: Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Lid, see does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ �.1-)7)1 i AAl %1WAF-l►LV1L t►►<J[i AA VL 1►JlLJ1.7f1VLL{,JULJl AV vaaaw vor U DEPAHI3iPffOFPMCSAFM Permit No. \U( BOARDOFFSEPREVEMONREGULAHONSR7aM12:(b Occupancy&Fees Checked APP TION FOR PERM1'l TO PERFORMELECTRIGAL WORK WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 CKJLEASE PRINT INK OR TYPE ALL INFORMATION) DatLij Town of North dover To the Inspector of Wires: The undersig d pplies for a permit to perform the electrical work described below, Location(Stree Number) LA PCA 6A Owner or Tenant pen& C tit_ Owner's Address X31 Jvr 7 nd�1 't�. r�.pG:sc� Is this permit in conjunction with a building permit: Yes® No a (Check Appropriate Purpose of Building 4y'1 ~ t. Utility.Authorization No. t3 y 5 Existing Service Amps �Volts Overhead Underground - No.of Meters New Service a0 0 AmpsL4 Q Volts OverheadUnderground No.of Meters Number of Feeders and Am pacity r Location and Nature of Proposed Electrical Work 1 RQ No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round ED 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 '4o.of Disposals No.of Heat Total Total No.of Detection and f Pumps . Tons KW Initiating Devices o.of Dishwashers Space Area Heating KW No,of Sounding Devices No.of Self Contained Detection/Sounding Devices o.of Dryers Heating Devices KW Local Municipal Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis o.Hydro Massage Tubs No.of Motors Total HP THER- Coved Pdffi ttoftwg*e naLsofMamduMGffnalIzm ha�eaamaiLiabt7�ylnaa�oel�licyitrh�d�gCanPle� Cora'wails rialequiv ht y� NO haNe&h,rid�dva1idptoafofsamebt rOf i=YES 1fycu}� YESpkw® � box �` � ❑ OTHM p � ) c� WotktoStatt CALL_ E*n&dVaJxd1 ecbWWak$ ri SigledundarT Ftt>al6 cf ,� n FRMNAM\EIA� AWW\0 CA LimwNa _ /� 18U 1 Licermee 4`�\i c1'��� tNM��t�1/� sLioe�eNo Busn=TeL No,AIL TU Nb6 91 g 4 Z 3 9 6 vIR'SKiU ANC'EWAIVER IamawarethattheLioewdoesmthavedreinsutametxmageoritsstksiatrialgiVdhtaSWtitedbIMMdMMGenualLaws ttat my sgnaaae al this pemrit appTic�tiort wanes this tec�naY (Please check one) Owner Agent a Telephone No. PERMIT FEE lgna ure o ! caner or gen i F ol � �P�,JYGC .-off z_g _mss Pr tai D r . a ,i�eoarsr � Ap b � Hu CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number Date (� f THIS CERTIFI kTHAW .THE BUILDING LOCATED ON �n� MAY BE OCCUPIED AS cS 1 AP IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY, CERTIFICATE ISSUED TO Bmlding Inspector 'I ,y .' NORTH T0VM 0 �r 4 over No. 1g7 `. . te. O Z' LA E lover, Mass., COCHICHEWICK y�. X1,9 A°RarE a P'P�' '`y H BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT �" ' �"# ' '¢ " ' �9�NSPECTOIR t...r... ... ......... ..... '.................. Foundati0 has permission to erect.... •` buildings on ....................... s@� .. ..6.r................ 0........ ...... ......:":+z-e ....................................., � 7l✓'. 471 to be occupied as.. "^.t'.- ... � ," i` a � .. ....: . ... ;.�. ..,... t ! ti m ney 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 Buildings In the Town of North Andover. ,C PLUMBING INSPEC110R VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION S ARTS. ELECTRIC INSP CTOR ......` .. ... ..... .............. .......... ` 'ce O/c ..... ............................ BUILDING INSPECTOR q P4 Occupancy Occupancy Permit Required to Occupy Building GAS INSPECTOR 4 G ; _ � Display in a Conspicuous Place on the Premises Do Not Remove &l s.-^, , _ Ck No Lathing or D Wall To Be Done Until Inspected and Approved, b the Building Inspector. FIRE DEP TMENT PY 9 P Burner �— .� - 1; i • Street No. SEE REVERSE SIDE IF Smoke Det. kC Location 14- 12-4. No. Date I0 NORT" TOWN OF NORTH ANDOVER , 9 �o Certificate of Occupancy $ � CMUs<� Building/Frame Permit Fee $ Foundation Permit Fee ? $ A 5 n ©o„ Other Permit Fee $ � TOTAL $ Check # 5) 17741 . Building Inspector r Y Location,04 Pe'a C-k4 V-e�r 0 No. Date Cf- TOWN OF NORTH ANDOVEW"t +4 Certificate of Occupancy Buildind/Fram-e Permit Fee CHU Foundation'Per6t Fee $ Other Permit Fee $ TOTAL $ Check # ' 117633 Building-rnspector Peach Tree Development LLC 00001087 Town of North Andover 9/13/2004 Date Type Reference Original Amt. Balance Due Discount Payment 09/13/2004 Bill Lot 14 Foundation Pe 305.00 305.00 305.00 Check Amount 305.00 i i Customer Deposits Lot 14 Foundation Permit 305.00 CI TOWN OF NORIM ANDOVER BUILDING DEPARTMENT APPLICATION TO CONfi1'R= . RENOVAT OR.WMQUM A:ONE OR WO FAMILY 0,lielillill,�ll, M BUILDING PERMIT NUMBER � � DATE ISSUED: SIGNATURE: Commissioner of BuMm Date Z SECTION I-SITE:WORMA'I'1 N Q 1.1 Prgxrty Address: at 2-L 3 q(�. 1.2 Awed m Msp and Parcd 1a`I �Cae� �2ee L'af.,Q CLQ /Y) ! Mg Number prod Number AN Jo,,c� , m A of �Fe S 3 1.3 7.aninglnfommdim: 1.4 Prope Dno�neians 9---s S,'�le � ow�c I`I 9Z� Ioa,�S Tonin DiWid --v'—use a IA Area Prarta a 1.6 BU DMG SETBACKS ft Fmnt Yard Side Yard Rear Yxd 2 ��► S _ i Providd �27t.E $aw�w Rewind goDs9posd System Pf0vWdmyi P0--)a' PlWd Zerl is L7WaeSopyM .G4a Ze" c 0WM Flom zoee t& Mamas 1� on she Dkpmd syol,o 0 P" t'uale o . SECTION 2 OWNMWmp/AUTHORED AGENT 2.1 Owner of R".ord Sl y ,req f ucto vv, o/B VS Name(Print) A�ddsess for Servio: Set sigaemrre Tdepltant: .2.2 Owner of Record: 0 Name Print Address for Serve: z M si Tek line so SECTION 3-CO$1S'TRUCTIOIY SERVICBS 3.1 Licensed Cbnstrvc SUpcMWr: Not 0 _MWIL J Ve4l ,S 055 1� 0 Licensed Construction SuPWASoc 0 �n �� S� W�b� , � D BG� LiceoseTtumber 5 ' Address +D l a I )Od Lt li ra E Ixgiraiion Date POM Signature Telephm-J' r 3.2 Rcgistorod Home Improvement Contractor Not Applicable 0 V Company Nam R**stiot Number r Address EVi ation late G) si -Tdepbone --i SECTION 4-WORMS COMPENSATION(bf.G.L C 152A 2So(6) Woriotas Caatpaasasian Iasucsince affidavit must be oo*ded end submitted.0idi this application. FabM to provide this aftwit will result iuthe dcniel of the lstitaaoa o�d bui --- - _ affidavitAttPAed Yes. -No.......0 SEMMS DbcdpdmetPmP Work d*Mv* New Cmstrwlioa a Existing Building 0 Repair($) 0 Altmations(s) 0 Addition 0. Acce=q Bldg. 0 Demolition D Other 0 Specify Brief Description of Proposed Work: SECTION S-ISTD"TED CONSTRUMON.COSTS Item Estimated Cost(Dollar)to be Completed by applicant 1. Building 5 nyf $K — (a) Bi004PennitFee _w Multiplier 2 Eiectried g � ono M EstimpW eTotal Cost of 3 Plumb" .. Building Pettit fee(.):.(b) a Medwnical MLAJC ok C06 5 Firch6terdaam.: OC61- 6 Total 1+2+3+4+5) CheckNumber 6.1? SECT m 7a OWNERAUTHOR17ATION TO BE COMPLETEDWIEN OWNIRS AGENT OR CONTRACTOR APPLIES FOR BURMING PF.I,tMIT I, as Owner/Audwiued Agent of subject property Hereby.authorize , to act on My behalf,is all matters relative to work authorized by this building permit application. Seen of Owner Date SEty[TON 7b OWNER/AUTHORIZED AGENT DECLARATION b 30h._) cxqkW k (L ;as9wtnTlMuthorized Agent of subject Mpaty Hereby declare that the statements and information on the foregoing application are true and acme,to the best of my knowledge and belief ' Print Name I l(o /0 Si lure of: es! ant Date NO:'Ol:STQ .S /i BASEMENT OR SLAB + SIZE OF FLOOR.TTMl3ERS W ; l �l a•� 2 3RD SPAN,. MMMIONS OF•SHIS T 256NSIONS OF POSTS DIMENSIONS OF GIRDERS v 1. 5e r,.s Sec_ ti -c HEIGHT.-OF-FOUNDATION '_ THICKNESS p" SIZE OF FOpTING 10 r' X oto MATERIAL Of CH5MYinc IS BUILDING ON SOLID OR FILLED LAND c IS BUILDING CONNECTED TO NATURAL GAS.LINE ..�w`.� V IMV 0RM U - LOT RELEASE F® 'I AUG 1 8 2004 B INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This doeA86t WeW4 the applicant and/or landowner from compliance with any applicable or requirements. BULniNa r *****************************APPLICANT FILLS OUT THIS SECTION*********************** ' APPLICANT cc c�\- 'Re - kiz_'^"S , (-'LC PHONE q76 3a76S`1'19 der ?(aN 4A 1`�5DD CIS Qpco2d6A LOCATION: Assessor's Map Number(ai tt— \awkcue(Ze,- cg PARCEL SUBDIVISIONLOT (S) 7 STREET Cc, e. Low,Q ST. NUMBER d y *****************************************OFFICIAL USE ONLY*********�************************ RECQMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINIST TOR DATE APPROVED d DATE REJECTED , COMMENTSisdi �o��I G© CANNER DATE APPROVED DATE REJECTED COMMENTS r/✓1 C '� FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWERIWATER CONNECTIONS 7 DRIVEWAY PERMIT FIRE DEPARTMENT c To �S ✓✓' -t I� RECEIVED BY BUILDING INSPECTOR DATE AUG199 2004Revised 9197 jm BUILDING ®E1-�., Recharger-180 , / 20' 10' 0' 20' 40' Length 7.5 \ iL ID S Width P Length 3s - ® r�i - ✓ / - - �- _ Height - 20.5' - Weight - y N-10: 34 Ibs. QN • • • • s • e e • : e • _ __. N.T.S. Recharger 180 - INSTALLATION DETAIL 14'-10" 27 / . 1r CRUSHED STONE /. .i - t VICINITY MAP / / SCALE: 1" = 500' . r 2�' NOTES: 1J'CRUSHED STONE - - // Z�Dc 2 - / - / 1. :THE D.E.P. .FILE NUMBER FOR THE SITE - SIS 242-1186 UNIT TYPE: RO O CAPACITY. 122 CF. . CALCULATIONS BASED ON NOTE STORAGE CAPACITY DOES NOT2. ROOF LEADERS TO BE EQUPPED WITH - 35ss STONE volD N.T.S. INCLUDE STONE BELOW CULTEC UNITS // _2� •� 2 ' OVERFLOWS AS SHOWN ON SHEET 11 OF 15 OF THE NOI PLAN SET. - 1 J' CRUSHED STONE (� 5 / . - - CULTEC 410 FILTER FABRIC FINISHED GRADE C i 2 X 'a RECOMMENDED, NOT REQUIRED 85%COMPACTED FILL CULTEC RECHARGER 180 STANDARD DUTY H-10 CHAMBER 4' PVC INSPECTION PORT TO WITHIN 6' OF F.G. FIN. GRADE X - EL. 273.2 i< i CULTEC 410 N / i FILTER FABRIC / O { TOP, SIDES AND BOTTOM :P / A� PROPOSED PLOT PLAN x' = N CHAMBER . / - �° - LOT 14 - PEACHTREE FARMS 1� EL- 269.221 / 270 ` { in NORTH ANDOVER MASS. 6e STONE BASE - L - � . TTP. E.S.H.W.T. 0 ® "Iti / Prepared For TYPICAL CROSS SECTION RECHARGER 180 EL. 267.21— 21 i PEACHTREE DEVELOPMENT, LLC STANDARD H-10 CULTEC CHAMBER SYSTEM =- I P.O. BOX 303.9 SCALE = N.T.S. \ `269X0 269 T LE INFORMATION > / \ ANDOVER, MASS. TES HO REM90N DA' TEST DATE: 5/27/04 / -1� 1 ` j 2 / archimonda EXISTING GRADE: 271.2 ti / l0,ro� 69 f &Associates, L.P. OBS. WATER @ 96" 2 9 66 En E.S.H.W.T. @ 48 (267.2) diPIannngC and � anin Consultants PERCOLATION RATE: 62MoalvaleAvenue TEL:Q81)436-6121 30"/HR 0 48" ��� ' Suite I FAX:pal)438-9654 Stoneham,MA 02180 DATE: SEP. 2, 2004 (� I Email:engineering@marchionda.com Website:www.marchiond6.com SCALE: 1" = 20' 1 North Andover Board of Assessors Public Access 't Page 1 of 1 „oRT� N rth Andover Board.ofsses.sp.rs �r e•... ....,•. of � 9 # i Isroperty Record Card Click Seal To Return Parcel!D :210/098.A-0125-0000.0 FY:2012 Community: North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels Search for Sales 8� Summary :. i Residence oil Detached Structure Condo 124 PEACH TREE UK ^ Commercial Location: 124 PEACH TREE LANE Owner Name: KELLY,WILLIAM&COLLEEN Owner Address: 124 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: 3689 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 660,300 660,300 Building Value: 457,200 457,200 Land Value: 203,100 203,100 Market Land Value: 203,100 Chapter Land Value: LATEST SALE Sale Price: 829,000 Sale Date: 05/12/2005 Arms Length Sale Code: Y-YES-VALID Grantor: PEACH TREE DEVELOP Cert Doc: Book: 9507 Page: 252 http://csc-ma.us/PROPAPP/display.do?linkld=1893857&town=NandoverPubAcc 5/18/2012 Residential Property Record Card PARCEL ID:210/098.A-0125-0000.0 MAP:098.A BLOCK:0125 LOT:0000.0 PARCEL ADDRESSA24 PEACH TREE LANE FY:2012 PARCEL INFORMATION Use Code "ry 101 Sale'`Pnce:. 29.000 Book._11w' 9507 ; Road Type a Tom; Inspect'Date 05%20/2006 Owner: Tax Class �T Sale Date: 05/12/05 Page: 252M Rd Condition: P Meas Date: 05/20/2006 KELLY,WILLIAM&COLLEEN T'o't Fin Area 3689'; Sale.TypeFP Cert/Doc: Traffic. M _ �: ;. Entrance X Address: Tot Land Area 0.29 Sale Valid: Y Water: Collect Id RB a - Grantor:—, EACH TREE DEVELOP SewerInspect:Reas S 124 PEACH TREE LANE _ _ - � _. .__ ._ m_ �._.. .� _ _, � _- ...., NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / RESIDENCE INFORMATION LAND INFORMATION ,§!yle -CL Tot Rooms: 8 Main Fn Area: 1882.. Attic NBHD CODE: 9 NBHD CLASS: 9 ZONE: R2 M ... e .. _ ._ - _ e , ®-w -_-- Segue Type Code ° € ethod Sq-Ftp Acres Influ Y/N Va�Tue Class a StoryHeight 1 75 Bedrooms: 4 Up Fn Area: 1807 Bsmt Area 1882 M _. Roof G Full Baths 3 Add Fn Area Fn Bsmt'^Area 1 P 101 S 12724 0.292 203,140" Ext Wall: FB Half Baths 1 UnfinArea Bsmt Grade VALUATION INFORMATION Masonry Tnm '" Ext Bath IFix 1 -Tot Fin Area: . 3689 y �. Current Total: 660,300 Bldg: 457,200 Land: 203,100 MktLnd: 203,100 Foundation CN BathQual Mm RCNLD 457242 Prior Total: 660,300 Bldg: 457,200 Land: 203,100 MktLnd: 203,100 Ktch Qual M Eff Yr Built . 2004 -Mkt Adt: Heat Type: FA ExtsKitch: Year Built: 2004 SoLi Value: .Fuel d Type G " Grae. V" CostBldg 457,200 Fireplace: -1 Bsmt Gar Cap: Condition: .. ��VE x AttStr Val :I- µ Central AC 4Y w Bsmt Gay SF "Pct'Complete 100 --'Aft Str Val2 _� n v Att Gar SF: pA 528%Good P/F/E/R: %//100 Porch Type Porch Area Porch Grade Factor P 122 SKETCH PHOTO Zo T^ -FU"..75/FM/B FU*:75/G 188.2 S,gXt, yy,,Qq 528 SqX1 22 35UP 'j �l 24 al, 6 f. frd m .Mue • s,{� .-�-� �� „� �x ®�k ; I I��I �ill{�f�i'' I ■ R. I 124 PEACH TREE LANE Parcel ID:210/098.A-0125-0000.0 as of 5/18/12 Page 1 of 1 e � n e Peacktre A M . a t s NOTE e F Application is for a foundation permit only at this time: Application is missing sprinkler plans and certified foundation plan. Sprinkler plan and Certified foundation plan will beroy p ide.d for review_- prior to issuance of a building permit m. y Building Permit Check. List Lot# / q Date ® 1 Building Permit Application completely filled out a Signed by Construction Super .,,'Signed by Peachtree .Represenative \v Square footage of house on permit Er2 Form U signed off -4 DPW (check for sewer tie in) -6 Fire Department c Planning Department Conservation(check for Nvetland bond,where applicable) 3 Growth Management Form ® 4/Certified Plot Plan as built foundation plan required for construction permit ® >vC:opy of Construction Supervisor's License 6 Workman's Comp Affidavit F]] 7 2 Copies of Building plans include a copy of the sprinkler plans o tract(if applicable) 2,9 Copy of the Nlascheck(energy audit) 10 Copy of the Form J F] 11 Check for Permit a Foundation Permit b Building Permit AFFIDAVIT k + �;i~ Y'' •. I a. I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby d2pose state: W, 1. I represent Kenneth W. Rea, owner of a certain parcel of land located on Rea treef, At . .� Andover, MA and more specifically described in a plan of land recorded with th-e Esser N8 rth " Registry of Deeds as instrument/plan number 14502. 'R' e 2_ 1 am duly authorized by Kenneth W_ Rea to act on his behalf regarding furtherance�f the. , 0e above stated instrumentlplan. .` ` +' 3. Authorization is hereby given that Gerry-Lynn Darcy, and/or Peach Tree Developrnpnt LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters rebtive 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 e2003. S Tr L. MA SE dTn :Pn Pn AT unr " GROWTH MANAGEMENT BYLAW EXEIVIPTIO TOWN'OF`NORTH ANDOV JIM DING DEP Thisformshall be used to assist the BuildingDepartment in thea determination 8.7.6 of the Town of North Andover Growth Management Bylaw-The applicant 4 necessary.information as requested below.. �eee etoa Ma;�i 1�C. �>_ Vr yr Permit Applicant ac Property_address Y Map (R 78)3a 7 5-yo V , Applicant's Phone Number Single Family I the undersigned applicant for the above r Two Family Property latter^that the attached building permit for which this form is does comply with the EYEMPTION section 8:7,6o qGrowth Management Bylaw I also,understand providmglHis,fornr a(isolve meorany party to this permit from the requu emerits of obtaining other permits:required prior to the issuance ofthe b Pfd•Further I understand that my,interpretation 9fthe exemption status is subject to review,by,the Building Depar{rient an officially accepted when the building pet7mt is issued Based onaedion 8 7 6,of the Nbrih Andover Gro` wtli Bylaw,the above.lot and the work as applied.for on the above lot in the.bui permit application and associated attachments complies with.one or more ofthe;followmg sections as indicated by a check mark. F Thisis an application for a building permit for the enlargement,restoration or`reconstruciion of a dwelling in existence as l ofthe effective date ofthis bylaw proyidedthat no additional residential unfits created: The lots)was L were created prior to May 6 1996 and are exempt from the provisions of section 8 7 of the Zoning Bylaw: t1 - q ' This application is for dwelling units for;low and or moderate income famihes:or individuals,where all ofthe conditions = of 8 7 6 are`met and or represents dwellmgvnIIs for;senior residents,=where occupancy of the uiiits.s restricted to senior citizens. through a properly executed and>ecorded deed restriction running with the land'rFor purposes ofthis settion senior ,shall mean, persons over the age 8f:55. This application is part of a development probed which voluntarily agreed to a`minunum 40%permanentieduction in density(buildable lots)below the°density pernutted,under zoning and feasible given the enyuonmental conditions of ilie tract with'the , surplus land,equal to at least ten butldable;acres and'perrnanently designated as'dpen space or farmland.The land to be preserved All ' r beptoteded from development 6y an Agricultural.Preservation Restiidion Conservation Restriction•dedication to,the";.Town;:or other' . +similar mechanism approved by the"planning board that will ensure its,protedion This application represents a tractof land ewgAmg,and not held by a Developerin common ownership with an adjacent. parcel on the:effective date ofthis!Section 8 7 and shall receive a one time exemption from the Planned Growth Rate:and- Development Sdiedulugprovisions forthepurpose of constructing one single fainly dwelling uni6on the parcel This application represents a lbt which is ready;for a buildu g permit(all other;' ermrts from all.other board"s and commissions have been ecerved and the probed is in?compliance with those permits)l and the Development Schedule does not .: accommodate_issuing a building perrtiit.in;that year.One building permit will be Issued per'year per Development until jsuch time as the development schedule accommodates issuing building Oeritucs .4pphcant must subrmt an approved FORM.U with'this . ENEMPTION: PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPAR I MENT II:1'M AKING y DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE._OR MORE OF,THE ABOVE EXEMPTIONS:.,. BY SIGNING'BELOW I ATTEST TO THE ACCURACY OF BUILDING PERMIT IS;`ALLOWED AN EXEMPTION AS CITED ABOOVE ATION PROVIDED AND THAT THE ATTACHED' FURTHER I UNDERSTAND TIi?.T THE SUBMITTAL OF-MISLEADING ORFINACCURM INFORM ATION OR THE CHECKING OFF OF A;ABOVE EXEMPTION ICH DOES NOT COMPLY;WHETHER DONE TO MI'KNOWLEDGE'OR NOT3S'GRO OR°REFUS' BY UILDING DEPARTMENT'TO'ISSUE A;'BUILDING PERMIT e3 . APP ANTS ISIMM THIS FORIv1 TO BE ATTACHE TO;THE BUII DING PERM. gppLICATiO r hN 4' FORM J LOT RELEASEAS kS dye ,!i .♦ The undersigned, being a majority of the Planning Board of the Town of Nl�rih And Essex County, Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for-by.. the Performance Bond or Surety and dated and/or by the C1►ovefiant dated May 20, 2003 and recorded in the Districts Deeds, Book 7827 Page 14a,; or : registered in Land Registry District as Document No.;r and noted on Certificate of Title No. Jnr Registration Book Page has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve:th enumerated lots shown on Plan entitled "Definitive Subdivision and S ep c Permit Plan Peachtree Farm in North Andover Massachusetts" Plan dated October 24, 2002, last revised May 16 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the restrictions as to sale and building specified thereon. Lots designated.on said Plan as follows: (Lot Number (s) and street (s)) Lots 10 tliroufzh 19, inclusive, Peachtree Lane b. (To be attested by a Registered Land Surveyor) I hereby certify that lot number (s) Lots 10 through 20, inclusive on Peachtree Lane do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover Massachusetts". Of Ng ® � � � � STEPHEP� M V, . `" ,4 MELEScIuc ,� Registered Land Surveyor 4 No. 35049 1 of 2 K0271 579.2; c. The Town of North Andover, a municipal corporation situated in tl Essex, Commonwealth of Massachusetts, acting by its duly organ' Board, holder of a Performance Bond or Surety dated' 20 , and/or Covenant dated May 20, 2003 from Big Kahuna Pr of the City/Town of North Andover Essex County, Massachusetts r 1 the Essex North District Registry of Deeds, Book 7827, Page 143, orre isteredin 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 10 through 20, inclusive Peachtree Lane EXECUTED as a sealed instrument this day of May, 2004. Majority of the Planning Board of the Town of North Andover COMMONWEALTH OF MASSACHUSETTS County of Essex, ss On this day of May, 2004, before me,the undersigned notary public, personally appeared A(" A&qG lee,,—,V�- , proved to me through satisfactory evidence of identification, which is s, I h, I;(oi,Se� ,� ,41 I , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose, as member(s) of the Planning Board of the Town of North Andover, Massachusetts, * �tlk NOTARY PUBLIC�jQ,,4 My Commission Expires: p 2of2 K0271 178.2 FROM . (WED) JAN 21 2004 6:-U/ST. 6:18/No.�"6802897118 f 4 t 4 `,J ]Permit Number REScheck Compliance Certificate Checked By/Dati} Massachusetts Energy Code REScheckSoRware Version 3.5 Release 1d Data filenatric:K:1Laudani\Pcachtrcc\HouscD\housed.rck PROJECT TITLE:House"D" i CITY:North Andover STATE:Massachusetts HDD:6322 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE;Other(Non-Electric Resistance) DATE: 01/21/04 DATE OF PLANS:4-10-03 PROJECT DESCRIPTION: Peachtree Farm i DESIGNER/CONTRACTOR: Peachtree Development LLc. COMPLIANCE:Passes Maximum UA—549 Your Home UA_548 0.2%Bctter Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Pactor UA Ceiling 1:Flat Ceiling or Scissor Truss 1468 30.0 0.0 51 Ceiling 2:Cathedral Ceiling(no attic) 521 30.0 0.0 18 Skylight 1:Wood Framc:Double Pane with Low-E 6 0.420 3 Wall 1:Wood Frame, 16"o.c_ 2998 11.0 0.0 229 Window 1: Wood Frame:Double Pane with Low-E 323 0.320 103 Door 1:Solid 42 0.180 8 Door 2: Glass 62 0.340 21 Floor I:All-Wood JoisttTtuss:Over Unconditioned Space 2457 19.0 0.0 115 Funtace 1:Forced Hot Air,80 A>~UE COMPLIANCESTATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release Id (formerly MECehecl 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 applicablc 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 spccificd in Sections 780CMR 1310 and J4.4. FROM. (WED) JAN 21 2004 6f'•' ,/ST. 6:18/No. 6802897118 P 5 A.. 0 �✓ Riiilder/Des ig�%�� The a M.. W Commonwealth of Massaeetts d Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Name `� ( . (,C� Please Print Name: Location: C LtyPhone # I am a homeowner performing all work myself. aI am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees workingon this job. Cammany name: e ' �Vl . �. Gy�INs� r PIiZ,PPr.�y-►Jc�G-r1r'i �yePS.l Address z �U 11UY t -show Ci Insurance.-Co. _ S rr Folic # V J Company name: L . C�M� ee 5 P o ii 2e4�) Address QN: 2 0l Phone#: Insurance Co. Failure to secure coverage as uir under Section 25A or MGL 152 can lead to the imposition of criminal penalties af,a fine up to$1 Son, and/or one years'imprisonment_. _vvell.as_civii,Renalties in.theformof�_S.T.Op WORKORDEft,atld_afine of.($11t000J.a�iay againstg -me l understand that a copy of this s ement may be forwarded to the Office of Investigations of the DIA for coverage verification. � 1 do hereb cins . y rry nder the and penalties of perjury that the information provided above is true and correct. si nature � P,etiT Date 7iAq Print name_ ST A M IN L.G .z Cnl P.hone.# ��/�� - SSC, f�� fo ice / rL- cS C y�iv — Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensin i El ❑Check if immediate response is required a Building Dept Licensing Board Contact person: Ei Selectman's Once Phone#: E] Health Department Other 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 0 Q NOTICE OF ASSIGNMENT EMPLOYER' PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF E YEA 231 SUTTON ST SUITE 2E-F 000139954 Limited Liabi rty Com NORTH ANDOVER, MA 01845 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. AQENT WILLOWS INS AGCY INC INSURANCE COMPANY: OR 522 CHICKERING RD TRAVELERS INDEMNITY CO PRODUCER' N ANDOVER. MA 01845 MS JACKIE DENNIS P O BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:223 8 5 6 664 CLASSIFICATION OF OPERATION -� CLASS ESTIMATED RATE ESTIMATED CODE TOTAL ANNUAL, PREMIUM REMUNERATION ----- -------------- ---------- ---------- RPENTRY-DETACHED PRIVATE RESIDENCnST 5645 $0 10.62 $0 iPENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT 0032 $50 f. STANDARD .PREMIUM $50 EXPENSE CONSTANT 0900 $122 TERRORISM CHARGE 9740 S0 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 DATEOFNOTICE: 05/24/03 PREPAREDBY: Joanne Shea EXT 530 * * SERVICING CARRIER ASSIGNMENT LETTERID: 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 �I e Few. '7 92. (�omv�noounea�l/"o�✓laclwael!'a 9 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 055419 Birthdate: 10/18/1965 Expires: 10/18/2004 Tr.no: 3206 Restricted: 00 MARK J'VENTI 90 MIDDLE STo-y—� WOBURN, MA 01801 Administrator