Loading...
HomeMy WebLinkAboutMiscellaneous - 32 LAVENDER CIRCLE 4/30/2018 � MG BILE � -- Phone: 978-632-2660 Fax. 978-632-2662 JAMES A. TRUDEAU Adjustment Service Inc. P.O.Box 7 Gardner,MA 01440 claims(a)trudeauad i.com Notice of Casualty Loss of Building Under Massachusetts General Laws, Chapter 139, Section 3B February 19, 2015 Building Inspector J,120 Main Street North Andover,MA 01845 Board of Health 1.20 Main Street North Andover,MA 01.845 Fire Department Dept. of Records 124 Main Street North Andover,MA 01.845 Insured: Jason& Nicole Silva Loss Location: 32 Lavender Circle,North Andover,MA 01845 Insurance Company: Preferred Mutual Insurance Co. Policy No.: PHOO100901011 Date of Loss: February 18,2015 File Number: 15-12837 Claim Number: 15104452 Type of Loss: Ice Dam Claim has been made involving loss, damage, or destruction of the above captioned property, which may either exceed$1,000.00 or cause"Mass. Gen.Laws, Chapter 143, Section 6"to be applicable. If any notice under"Mass. Gen. Laws, Chapter 139, Section 313" is appropriate, please direct it to the writer and include a reference to the captioned insured,location;policy number,date of loss,and file or claim number. On this date, I cause copies of this notice to be sent to the person(s) named above at the address indicated by first class mail. Sincerely, Joshua M. Trudeau Claims Adjuster D ate...U,Z l --.Iiq 10902 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING Hu This certifies that ........ has permission to perform...... ........................................... plumbingin the buildigs of..45........................................................................................ at....5?.....L_./Y.2.....- North Andover, Mass. ....... ..................................................... Fee..&'........Lic. No.4.0.6.q .04................................................................. PLUMBING INSPECTOR Check# i MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK CITY h MA DATE PERMIT# b �� JOBSITE ADDRESS OWNER'S NAME POWNER ADDRESS TEL _JI— FAX TYPE OR OCCUPANCY TYPE COMMERCIAL E3 EDUCATIONAL ® RESIDENTIAL PRINT CLEARLY NEW: RENOVATION:® REPLACEMENT:10 PLANS SUBMITTED: YES® NO© FIXTURES-1 FLOOR--> BSM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BATHTUB CROSS CONNECTION DEVICE DEDICATED SPECIAL WASTE SYSTEM DEDICATED GAS/OIL/SAND SYSTEM DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYSTEM P I _ -E I _ DEDICATED WATER RECYCLE SYSTEM DISHWASHER DRINKING FOUNTAIN FOOD DISPOSER € ---__.1 .___. FLOOR/AREA DRAIN INTERCEPTOR(INTERIOR) € i _--_ _... I _€ _i _J --__-a ....____1 ..,. __t ,I -------- KITCHEN �KITCHEN SINK I 1 --. 1 —_. LAVATORY ROOF DRAIN € SHOWER STALL € ----.J _-. f _ _ 7l SERVICE/MOP SINK �..€ _€ -€ _ _--J __€ _. _-1= TOILET I _--( _-_ __- _-- € 1 [7---j URI AL WASHING MACHINE CONNECTION WATER HEATER ALL TYPES WA"YER PIPING OTHER _-_.-_-- ___.__1 --€ I= INSURANCE COVERAGE: 1 have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.142. YES 0 NO IF YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY tf OTHER TYPE OF INDEMNITY [:11 BOND M-1 OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. I CHECK ONE ONLY: OWNER © AGENT J© SIGNATURE OF OWNER OR AGENT I hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in cor9plianc with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. PLUMBER'S NAME c-, �t I LICENSE# SIGNATURE MPF JP Q CORPORATION`W# PARTNERSHIP Q# LLC `{) COMPANY NAME —�— S; ADDRESS `Z2 ivy S4- _ CITY I U" "� �1 "�_ (�1,� j]STATE F&/7ZT-]j ZIP p L��L �� TEL ?`i FAX € CELL — EMAIL ROUGH PLUMBING INSPECTWON NOTES BELOW FOR OFFICE USE ONLY FINAL INS PECTIOS Yes No �- THIS APPLICATION SERVES AS THE PERMIT ❑ ❑ FEE: $ PERMIT# PLAN REVIEW NOTES The Commonwealth of Massachusetts Department ofIndustrial Accidents Office of Investigations 600 Washington Street Boston,MA.02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. Applicant Information ry, Please Print Lep-ibly-, Name(Business/Organization/Individual): Address: City/State/Zip: 1J,4-rA�, A4+. O Sr Ll Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.�fI am a employer with 4. ❑ I am a general contractor and I 6. EJ Now construction employees(full and/or part-time).* have hired the sub-contractors 2.F1 am a sole proprietor or partner- listed on the attached sheet. ❑Remodeling ship and'have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12,❑Roof repairs insurance required.]t employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they ire doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an'idditional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:. Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensationpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one=year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby cer i n er tlae pains and penalty s of perjury that the information provided above is true and correct. Signaturc: �// Date: 2 _ Z — Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other - - - Contact Person: Phone#: r a Informati®n and Instructi®ns Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,- express or implied,oral or.written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who.has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Mo ssachusetts Department of Industrial Accidents Office offaVe,stigatjons 600 Washington.Street Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-877_MASSAFE Revised 5-26-05 Fax#617-727-7749 www.mass.gov/dia r' a j i i `��`COMIVI�tVU►/EALTH�p�' M BG AR4(� ' PLJME3E�t , GSF1TTrR� SSUESpp THE FOLLQ'WI` 0` r `ENSE �.: .:. � U -eK Date. ' r10RTly . TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION 8$AC�gg t This certifies that . .......!+ S UI-L�J v c ............................. has permission for gasnst ' allation t��� � ......,Y . g in the buildings of �04 .........................................; at.....� ...... - � , North Andover, Mass. 1 Fee 20."....... Lic. No. . tP�"1.3....... .'::........................................................... y GASINSPECTOR Check# { �r 9717 MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM GAS FITTING WORK CITY '�h 1 � bA _�-2/ MA DATE 12-2-- t I PERMIT# JOBSITE ADDRESS— �,u-n.,,[?r-1 cc OWNER'S NAME GOWNER ADDRESS TEL FAX TYPE OR, OCCUPANCY TYPE COMMERCIAL 0 EDUCATIONAL RESIDENTIAL PPJNT CLEARLY NEW:F-j RENOVATION:®, REPLACEMENT:Q0.4 PLANS SUBMITTED: YES R NOR APPLIANCES 1 FLOORS- BSM 1 2 3 4 5 6 7 8. 9 10 11 12 13 14 BOILER BOOSTER CONVERSION BURNER COOK STOVE DIRECT VENT HEATER DRYER FIREPLACE �. ( _.� 1 ---.-� .I -�� FRYOLATOR - FURNACE GENERATOR I -- GRILLE INFRARED HEATER LABORATORY COCKS MAKEUP AIR UNIT OVEN POOL HEATER ROOM/SPACE HEATER - ROOF TOP U NIT _- TEST UNIT HEATER UNVENTED ROOM HEATER _._ ( (( - . i I WATER HEATER ___ _. ..� �- ------ ---�r= - _- � = _—!IL-A� - � ---- �— +__ J _ i' INSURANCE COVERAGE I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL.Ch.142 YES NO I IF YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY` OTHER TYPE INDEMNITY © BOND OWNER'S INSURANCE WAIVER:I am aware that the liceCCnssee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER 0 AGENT 0 SIGNATURE OF OWNER OR AGENT hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate tot a best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance wit all Pe ent provision of the Massachusetts State Plumbing b ng Code and Chapter 142 of the General Laws. PLUMBER-GASFITTER NAME LICENSE# -{ SIGNATURE I MP MGF Ell JP LPGI CORPORATIO # ZZ� (JGF _J � ® � [� 0 PARTNERSHIP #_- _ _- { LLC # _ COMPANY NAME: ADDRESSZ_ CITY _ STATE ZIP TEL -OCy_ - �` FAX CELL EMAILL - - _I ROUGH GAS INSPECTION NOTES THIS PAGE FOR INSPECTOR USE ONLY FINAL INSPECTIO ,-TES Yes No <� THIS APPLICATION SERVES AS THE PERMIT ❑ ❑ FEE: $ PERMIT# PLAN REVIEW NOTES The Commonwealth ofMassachusetts - -" Department oflndustricclAcel knts Office of Invesfigations 600 Washington Street .;Boston,MA 02111 vww.mass.gov1d1a Workers'Compensation Ynsurance Affxdavit:13ui1ders/Contractors/ElecfriciansfPliimbers AppReanf Information Please Print Legibly Name(Businessiorgani'zation/Cndividuat): Address: - Caty/Stat e/Zip: Phone M Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4• ❑I am a general contractor and I 6. ❑Now construction employees(fall and/or pax-time)* have hired the sub-contractors 2.[1 I am a sole proprietor or partner listed on the attached sheet.� 7• ❑E emodeling ship and'haveno.employees These sub-contractors have 8. [(Demolition working forme in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We area corporation and its 10.❑Electrical repairs or additions required.] officers have exercised.their 3.[l I a.m.a homeowner doing all work right of exemption per MGL 11.D Plumbing repairs or additions myself.[No workers'comp. c.152,§1(4),and we have no 12.0 Roofxepairs insurancere firedi employees.[No workers' � .� 13.0 Other comp.insurance required.] 'Any applicantthat checks box#I must also fill outthe section be16w showingtheir workers'compensationpolicy information. T'Homeowners who submit this affidavit indicatingthO tie doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached as additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that isproviding workers'compensation insurance for.my employees Below is thepolley and job site information. Insurance Company Name% Policy 0 or Soff-ins.Lic.ff: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation-policy declaration page(showing the policy number and expiration date). Failure to secure covexage as required under Section 25A ofMGL o. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine ofup to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. X do hereby cert under the pains and penalties of per,jury that the information provided above is true and correct. - Signature: Date: Phone 4: Official use only. Do not write N this area,to be completed by city or town official. City or Town: PermitiLicense 9 Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plunabivag Inspector 6.Other Contact Person: Phone M. ` Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express ox implied,oral or written." An employer is deiimd as"an individual,partnership,association,corporation or other legal entity,or any two or more of the loregoing engaged in a joint enterprise,and including the legal representatives of a'deceased employer,or the receiver or trustee of as individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having notmore than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.,, MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a Incense or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapterhave beenpresentedto the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are notrequired to carry workers'compensation insurance. If an LL C or LLP does have employees,a policy is required. Beadvised that thisaffidavitmay besubmitted tothe Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be,returned to the city or town that the application for thepermit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and pxinted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be-sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,meed only submit one affidavit indicating current policy information(if necessary)and under"lob Site Address"the applicant should write"all locations in (city or town):'A copy of the affidavit that has been of Giallystamped ormarked b the city or be xo 'ded Y ty Y vi . to the applicant as proof that a valid affidavitis on file for future permits or licenses. .A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license ox permit not related to any business or commercial venture (i.e.a dog license orpermit to burn leaves etc)said person is NOT required to complete this affidavit. The Office of Investigations would Ince to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone aind fax number: The Co ouweajthofA4ossarhvsPtts - Dep.axk.evt offndu*al,A~cc de-lits (.Mince ofTAvesf paona 600Washi-tgtm Sftoelt T01 611.27-4900 oxt 406 ox 1•-877-:M Revised 5-26-05 Fax 0 617-727-7749 WWW.M,w.,g¢vAa 1 WORTy +ree r� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDO A Building Permit Number �/�``3 Date THIS CE TIFIEST T THE BUILDING LOCATED ON /0 70?a jaAy -,� c�•e C �µ MAY BE OCCUPIED AS S/ ��Q �e /77 .c • �y %Z sCI AP," c r IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED,TO �' C� fes, �i c vied�D tdl: s wf�G /mac Building Inspector NORTH �- ® Andover C, o over, Mass., 2.t0 LAKE - �'QA COCHICMEWICK\��' - tit %.42, .A DRATED O5 1 S u BOARD OF HEALTH PERM IT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..... . .................................. Foundation/(Z' has permission to erect....... . .�...... ............... buildings on . .. . . . .... .. . . i... ..�... Rough AJC to be occupied as. �.. ..... ni!' , yr...��.. � .. Chimne .?�.1l AQ. .a............................... . .. . y provided that the person accepting this permit shall in every re�pect conform to the terms of the application o..n..file. ...in.. Final�uze"-- (IO 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 INSP VIOLATION of the Zoning or Building Regulations Voids this Permit. ` PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS eRough�,"At 9, F� y: �:< ......... .......... ServiceBUILDING PECTOR Fin Occupancy Permit Required to Occupy Building GAS TSPS OR I Display in a Conspicuous Place on the Premises — Do Not Remove F. No Lathingor D Wall To Be Done Until Inspected and roved b the Building Inspector. FIRE DEPARTMENT Approved y u g specto . Bumer Street ` No. SEE REVERSE SIDESmoke Det. Fi P Town of North Andover ��� �► o Building Department , ; s °0 27 Charles Street 0 North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 �` # A<oCNi[wgwxw`1' i �� �RATao yP •Q� . CH APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS 301 jj Po-,e- R-r- LOT NUMBER a SUBDIVISION �C�e CKCd2 'Cw� S f0,DADATE REQUEST FILED I 310,5- DATE TE READY FOR INSPECTION TEN (10) DAYS NOTICE PRIOR TO CLOSING DATE IS REOUM ED 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 S C OES T ET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING ~ �`C ® G D.P.W. —WATER METER DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO TiHAEINSPECTION REQUEST DATE. UVMJI�M SIGNATURE/DPW AUTHORIZATION a��^�`' NORTH Town of _ Andover 0 No. �3 -_ 1V` ti idover, Mass., 2 t _ - O� COC MIC EWICK A0 RA7ED ► .(5 , `s U BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..... �. 1�J� '�.�oe�rllt��. .. !+ ` t . o0o.................................... Foundation 2 has permission to erect......�!!�,t.��............... buildings on ..'J3.iL..�L .V.�,.� b. C R4*�' (46-1�4) Rough � J � � 4 ' to be occupied as ��... ..: �xn�Q-L ifhyc.�� ..�w. ! 4................................................. Chimney provided that the person accepting this permit shall in every resect conform 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 o Final Buildings in the Town of North Andover. PLUMBING INSPECTOR ASSESSORS COPY VIOLATION of the Zoning or Building Regulations Voids this Permit. ,__ -�RMIT ISSUED ® Rough , DING 0 , Final PERMIT EXPIRES IN 6 MONTHS-- ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service BUILD G PECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFina, No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner ft %A616 Street No. `'NA to • �'� SEE REVERSE SIDE _ Smoke Det. OSS4 /Q• NORTH Town of G - ., ,,. V" 4Ir3 CON -_ -o dover, Mass., Z 1 OLAKE 'QA COCKIC EWICK e WO oRATED P`P�t-`� 7�7 U ` BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT......�.....�.. . �. �i1lt�-1.lea. ...�� } ................................. Foundation has permission to erect......�,r..qP.d.b.*b............... buildings on.. 3.4. �,.A.V. + I.....��4A4- Lc.. y.....0 Rough to be occupied as.,I � �... .....Z/V!� /�if7F!/..I�.. ... ,+ .. ! -................................................ Chimney provided that the person accepting this permit shall in every resect conform 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 Final 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 STARTS Rough semi ..BUILD:WG415NPECTOR 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 cb. CV"W-S E Street No. New #..% . J-. S EE REVERSE SIDE Smoke Det. 44�t 1 497v 3 ZD S z� 3 35 � 4-e,-7 K k u) to �O- �a 7 � • PEACH TREE DEVELOPMENT,LLC 1605 Town of North Andover 7/16/2004 Building Permit 4, 600.00 Cash Danvers 4, 600.00 Location Lj 422- 32 ZAye-ro ew a'old LC No. Date 40pT�,ti TOWN OF NORTH ANDOVER AL 0 % Certificate of Occupancy $ �%� ;�s'•••°'�t�' Building/Frame Permit Fee $ 4 swCHU oc, Foundation Permit Fee $ Other Permit Fee $ �~ TOTAL $ 4"�Cvaq y Check # KA '� � 1>R tJlit'12S S>5 'D�l� 174,59 Building Inspector Location 32- �aVemt/IP.I' CIfCIe ! "f2Z/) r No. Date t . TOWN OF NORTH ANDOVER F �w e:. t • • i ; , Certificate of Occupancy $ ss _ Building/Frame Permit Fee $ s�CHUS Foundation Permit Fee $ <� Other Permit Fee $ TOTAL $ 05' Check # 12 j s 1 1 1 (Q r 17085 _ Buildin�.eGtrr b) f TOWN f gORTH ANDOVER DUILDINDEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING I ✓ .... 9 ."&3,. ^'.r£ l }:c' _: -24-- W1�AP .,�!* ,}. ..i?, E <+>'v�' ;1 t...'b1 rf`� ? BUILDING PERMIT NUMBER: DATE DATE ISSUED: t=c'q �:zl1 Zc�g.� 3[staC'/7zcu,3 _� SIGNATURE: Building Commissione!Lgxctor of Buildings D to .PlI z SECTION 1-SITE INFORMATION R J 1.1 Property Address: 3 a 1.2 Assessors Map and Parcel Number: ..01 Icit#a La�x�,der('crc��� c�, Farm efer toPdCxknii-ivt Subdivrsion SPRCIG,� -J�, Plan" as reco`d G4- +hu LavjctncQ, 'n Q, Map Number Parcel Number Abr+�n R ntte-c as � V-Qco 1�r� irumQnt4 I HQQa. 1.3 Zoning Information: .4 Prooerty Dimensions: -.3 Cs- Zoning ` District PrOP0 Use ILot Ar s Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide RequiredProvided Re red Provided ' �Ibas P�� -O' �� a5' P R o r �- 1.7 Water Supply M.G.L.C.40.: '54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public i .'"Private.'"q .❑'• _ Zane Outsiae Flood Zone Municipal X On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record Dil Name(Print) Address for Service Signature Telephone 2.2 Owner of Record: p V = i Name Print Address for Service: ! M Signature Tel hone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ i Licensed C strums n Supervisor: C5 Os(7(Ds Ni License Number aan Add s It&& Qt� — 1 J— �Vl l / 7 p / Expiration Date ic Sig la Vr V, Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ low t,ompany Name Registration Number Address _ Expiration Date Signature Telephone f i SECTION 4-WORKERS COMPENSATION(NLG.L C 152 § 25c(6), Workers Compensation Insurance affidavit must be completed and submitted with finis application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......X No.......0 SECTION 5 Description off Proposed Work check all applicable) New.Construbtion: .e,, -Existing Building' ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg,' .❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: in 1. i IJ ..r, - sucxn �" �ho_lrl SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to beOIoTI:Xg ' Com leted by ermit a licant f 1. Building ,; (a) Building Permit Fee FOuti�Q, la,0oc7 Multiplier 2 Electrical %om (b) Estimated Total Cost of --, Construction bfo 3 Plumbin OC)0 Building Permit fee(a)X (b) A CO+► 1ltrs•cs� 4 Mechanical(HVAC) t� Sa vv SooL Cola. 5 Fire Protection 6 Total 1+2+3+4+5 a Check Number " SECTION 7a OWNER AUTHORIZATION TO COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Se? el"aChU c a-R_�l ack l 1 as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. c ' -Signature of Owner Date -SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION Ph 1. as Owner/Authorized Agent of subject prop rty Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief d Si attire of er/ ent Date' T NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 s X/ l(o''0 C 2 NO E x"Q C 3 1246 69/G z' SPAN o " i „ 0 CJ DIMENSIONS OF SILLS 2 - a)C62 CT, DIMENSIONS OF POSTS o " DEvENSIONS OF GIRDERS t413 X % LVL HEIGHT OF FOUNDATION ct THICKNESS SIZE OF FOOTING J MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE FORM U-- LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/ Boards and Departments having jurisdiction have been obtained. This does nL, the applicant and/or landowner from:compliance with any applicable.or requireme,., _ APPLICANT FILLS OUT THIS SECTION APPLICANT C e m L I_ �e: i ei�t � C (�C,1" l�fC'. � tl�l�(� PHONEMS �z'&Sq0 Tsce pian t� Hsoa as recorded LOCATION: Assessor's Map Numberat-fk-wwncc P PARCEL SUBDIVISION_ PLc,C lam_ Farm LOT S STREET my-1&r- i ('CU ST_NUMBERj#pt **********may'`*********OFFICI4L USE ONLY Z DAT F TOWN AGENTS. RVATIO DMINISTRATOR DATE APPROVED ' y DATE REJECTED COMMENTS T P NNER DATE AhPRQVED lJ DATE REJE CTEQ. COMMENTS k ti FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED. DATE-REJECTED- COMMENTS ' Y PUBLIC WORKS- SEWER/WATER CONNECTIONS DRIVE. ;'PERMIT FIRE DEPARTMENT-' RECEIVED BY BUILDING INSPECT R DATES -Q7.-D Revised 9197 jm i LOT 24 17431 S.F. Z 0.40 Ac. cs; ® / dD O 6� TOP FOUNDATION 30.2' ELEVATION=276.16 5 21 .3' V 38.6' 110' 02, G S39°5 7'25"w V P� WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0006 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 24 PEACHTREE FARMS MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, L.L.C. 62 ON , STONEHAMA AVE. SUITE I , MA. 02180 P.O. BOX 3039 (781) 438-6121 ANDOVER, MA 01810 SCALE: 1"=30' DATE: 5/24/04 r FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits fro 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 Pt9n(.h\-x-i; -' 0p + LLC- PHONEtAa7-6z4q O Sc�e PIQY� IySL` US 1 4ed LOCATION: Assessor's Map NumberOt 4inri � � 5 s,�cF�x�!s PARCEL__ SUBDlVIS10N ('����^(jl F��rn LOT(S) STREET )n�s�nr)Pr fC L� ST.NUMBER) Z USE ONLY ******* ** * RECOM D ON OF TOWN AGENTS: C ATION A MINISTRATOR DATE APPROVED DATE REJECTED COMMENTS /� ZG Z- _ '} T LANNE DATE APPROVED DATE REJECTED. COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE-REJECTED COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTIONS DRIVE AY P MI ` FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE 2 54 0'r Revised 9197 jm AFFIDAVIT I, SCOTT L. MASSE,attorney for KENNETH W. REA do hereby depose and state: 1. I represent Kenneth W. Rea, owner of a certain parcel of land located on Rea Street, North, Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/plan number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of the above stated instrument/plan. 3. Authorization is hereby given that Gerry-Lynn Darcy, and/or Peach Tree Development LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters relative to a certain Building permit(s)issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this day of J e 2003. $ TT L. MA SE Z 'd OTbB-ZES-BL6 SRau.ao.Z.Zd dTO :Eo eo 91 unr 06/16/2003 14:59 19783276517 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability Com NORTH ANDOVER, MA 01845 COVERAGE GROUP 0139954 The Waiver of Our Right to Coverage under this assignment Recover from Others Endorsement applies to Massachusetts is available on Pool policies_ operations only. For Coverage Contact your agent for details. outside of Massachusetts, contact the appropriate Pool. or Plan for that state. AGENT WILLOWS INS AGCY INC INSURANCE COMPANY: OR 522 CHICKERING RD TRAVELERS INDEMNITY CO PRODUCER: N ,ANDOVER, MA 01845 MS JACKIE DENNIS P 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:223 856664 CLASSIFICATION OF OPERATION CLASS ESTIMATED RATE STIMAThD CODE TOTAL ANNUAL PREMIUM REMUNERATION -------------------------------------- ----- -------------- ---------- ---------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 APENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT _ 0032 $50 STANDARD PREMIUM $50 EXPENSE CONSTANT 0900 $122 TERRORISM CHARGE 9740 $0 RISK MINIMUM PREMIUM 0990 $500 ESTIMATED ANNUAL PREMIUM $500 DTA ASSESS, 4.5% OF STANDARD PREM. $17 EST. ANNUAL PREM. PLUS ASSESSMENT $517 INSTALLMENT BASIS: Annual REQUIRED DEPOSIT PREMIUM $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 DATE OF NOTICE: 05/24/03 PREPARED BY: Joanne Shea EXT 530 SERVICING CARRIER ASSIGNMENT * * LETTER ID, 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street• Boston, MA 02110 (617)439-9030• FAX(617)439-6056 •www.wcribma.org FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from,compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION APPLICANT_PP�(�'1 \pLLC PHONEt 6Sy O Sc Plan *Iy50a as recorded LOCATION: Assess "^or's Map Numberp'�nu i Spry oR�o�c's PARCEL SUBDIVISION 19— -''II�I"ex 1-a J LOT(S) STREET k ](a i PP nd r Ci"�C Lv ST.NUMBER _WL OFFICIAL USE ONLY *****y *** RECOM D 10 OF TOWN AGENTS: C ATION A MINISTRATOR DATE APPROVED DATE REJECTED ----------------- COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED. COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTIONS DRIVE Y P MIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR - DATE - -- ' Revised 9197 jm i FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not-rrelieve the applicant and/or landowner from.compliance with any applicable or requirements. *APPLICANT FILLS OUT THIS SECTION APPLICANT I`` aCbtfe.( LL PHONE 6f L10 !See p pan i:� i`"Soa as rewrMd LOCATION: Assessor's Map Number_o�i►irenc �s j°� ► eG�S PARCEL_______ SUBDIVISION P�CtC�'1 Form LOT(S) . STREET ST.NUMBER __4*- **'****`OFFICIAL USE QNLY *„t RECO ND TIONS. . TOWN AGENTS: CO ATION AD ISTRATOR DATE APPROVED DATE REJECTED COMMENTS "NP R DATE APPROVED � DATE REJECTED. COMM NTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED. DATE REJECTED COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTIONS DR1V Y P .RMlT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECT R DATE Revised 9W jm FROM (WED)JAN 21 2004 6:21/ST. 6 :20/No. 6802897119 P 4 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code RES checkSoftware Version 3.5 Release td Data filename:K:1LaudaniTeachtreelllouseU\hoased.rek PROJECT TITLE:House"D" CITY:North Andover STATE.Massachusetts HDD:6322 CONSTRUCHON'IYPE: 1 or 2 Family,Detached 11EX17ING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:01/21104 DATE OF PLANS:4-10-03 PROJECT DESCRIPTION: Peachtree Farm DESIGNER/CONTRACTOR: Peachtree Development LT.c, COMPLIANCE:Passes Maximum UA=549 Your Hone UA=548 0.2%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 1468 30.0 0.0 51 Ceiling 2: Cathedral Ceiling(no attic) 521 30.0 0.0 18 Skylight 1:Wood Frame:Double Pane with Low-E 6 0.420 3 Wall 1:Wood Framc, 16"o.c. 2998 11.0 0.0 229 Window 1:Wood Frame:Double Pane with Low-13, 323 0.320 103 Door 1: Solid 42 0.180 8 Door 2:Glass 62 0.340 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2457 19.0 0.0 115 Furnace l:Forced Hot Air,80 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVcrsion 3.5 Release 1 d (formerly MECchec�and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and MA. FROM (WED) JAN 21 2004 6:21/ST. 6 :20/No. 6802897119 P 5 Builder/Designer Datc f GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUII.DING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the �necessary information as requested below. Permit Applicant Property address Map/Parcel 3a-) su o Applicant's Phone Number Si*e Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw.I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit.Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot,in the building, permit application and associated attachments,complies with one or more of the following sections as indicated by a check mark. . This is an application for a building permit for the enlargement,restoration or reconstruction of dwelling in existence as of the effective date of this bylaw,provided that no additional residential unit is created. The lot(s)was/were created priorto May 6,1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals,where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents,where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land.For purposes of this section"senior"shall mean persons over the age of 55. This application is part of development project which voluntarily agreed to a minimum 40%permanent reduction in density(buildable lots)below the density permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a onetime exemption from the Planned Growth Rate and Development Scheduling provisions for thepurpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit(all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that year.One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits.Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY S GNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUIL DING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE. R I LVDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE KING A ABOVE EXEMPTION WHICH DOES NOT COMPLY,WHETHER DONE TO MY KNOWLEDGE OR T 90 F t SAL BY THE BUILDING DEPARTMENT TO ISSUE A BUILDING PE MIT APP IG DA 'I FUS FORM TO BE ACHED TO THE BUILDING PERMIT APPLICATION of � �� �.sch�cK FO rm � - ��rm FROM (WED)JAN 21 2004 6:23/ST. 6:18/No. 6802897118 P 4 Pemiit Number RES heck Compliance Certificate Checked By/Date Massachusetts Energy Code MScheckSoftware Version 3.5 Release Id Data filename:K:1Laudani\PcachtrcclHouscD\housed.rck PROJECT TITLE:House"D" CITY:North Andover STATE:Massachusetts HDD:6322 CONSTRUCTION TYPE: I or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:01/21/04 DATE OF PLANS:4-10-03 PROTECT DESCRIPTION: Peachtree Farm DESIGNER/CONTRACTOR: Peachtree,l)evelopment 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-factor LIA 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-L" 323 0.320 103 Door l:Solid 42 0.180 8 Door 2:Glass 62 0340 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2457 . 19.0 0.0 115 Furnace 1:Forced Hot Air,80 AFtJE COMPLIANCF STATEML"•NT: 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 bccn&-signed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release Id (formerly MECehec4 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. I I FROM (WED)JAN 21 20D4 6:23/ST. 6:18/No. 6802897118 P 5 / S/ Builder/Designer i�'` _ Date FORM ➢ LOT RELEASE The undersigned, being a majority of the Planning Board of the Town of North Andover, Essex County, Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds, Book 7827, Page 143; or registered in Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book Page has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover Massachusetts" Plan dated October 24,2002, last revised May 16 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the..restrictions as to sale and building specified thereon. C.P Lots designated on said Plan as follows: (Lot Number (s) and street(s)) C" Lots 1 —9 and 20.—28 inclusive Peachtree Lane and Lavender Circle b. (To be attested by a Registered Land Surveyor) ) I hereby certify that lot number (s) Lots 1 — 9 and 20 —28 inclusive, on Peachtree Lane and Lavender Circle do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Fannin North Andover. Massachusetts". Registered Land Surveyor 1 oft cj '" = I . (K0259882.1} c. The Town of North.Andover, a municipal corporation situated in the County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated 20 , and/or Covenant dated May 20, 2003 frons Big Kahuna Properties, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7827, Page 143, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Book Page acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 1 —9 and 20—28 inclusive EXECUTED as a sealed instrument this Z5 day of Novemb-r, Majority of the Planning Board cmc c of the Town of North Andover �� COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. November�, 2003 Then personally appeared Koyv, rye' -on -crf-the above-named members of the Planning Board of the Town of North Andover, Massachusetts, and acknowledged the foregoing instrument to be the free act and deed of said Planning board,before me, Notary Publlic y v l My(to>-emission Expires 2 of 2 'K0259882.1) ]FORM I COVENANT KNOW ALL MEN BY THESE PRESENTS THAT WHEREAS the undersigned has submitted an �+ A i application; dated November 1, 2002 to the North Andover Planning Board for approval of a Definitive r�J Plan of a certain subdivision bearing the name of Peachtree Farm and shown on a plan entitled"Definitive �- Subdivision and Special Pemut Plan Peachtree Farm in North Andover, Massachusetts" dated October 24, t 2002, last revised May 16, 2003 (the "Plan") and showing 29 single family lots and 5 attached townhouses and has requested that the Board approve such plan without requiring a performance bond, THIS AGREEMENT WITNESSETH THAT, for the consideration that the North Andover Planning Board waive the aforesaid requirement for a bond, the nundersigned covenants and agrees with the Town of North Andover as follows: -..':-s`�_„`^ 1. The undersigned will not sell any of the lots 1-29 until.the construction of the ways and the installation of the municipal services necessary to adecluately serve such lot has been completed in the manner required in the aforesaid application, and in accordance with the covenants, conditions and agreements thereof, except for the following particular items of work, the performance of which shall be exempt from the conditions of this contract: construction of the ways and the installation.of the municipal services associated with the construction of the five(5) attached townhouses on to esignated on the Plan as Lot B, which Lot B is exempt from this Covenant. 2. The undersigned agrees to record this agreement in North Essex Registry of Deeds as required by the Rules and Regulations of the North Andover Planning Board. 3. The undersigned agrees that this contract shall be binding upon his/her heirs, executors, and administrators,and particularly upon any grantees of the undersigned. 4. Nothing contained herein shall be deemed to prohibit a conveyance by a single deed subject to this covenant, of either the entire parcel of land shown on the subdivision plan or all lots not previously released by the Planning Board. 5. A mortgagee who acquires title to the mortgaged premises by foreclosure or otherwise and any succeeding owner of the mortgaged premises or part thereof may sell or convey any lot, subject only to that' portion of this covenant which provided that no lot be sold or conveyed until ways and services have been provided to service such lot. 6. Noting herein contained shall prohibit the applicant from varying the method of securing the construction of ways and installation of municipal services from time to time or from securing by one,or in part by one and in part by another, of the methods described in M.G.L. Chapter 41, Section 81-U, as long as such security is sufficient in the opinion of the planning board to secure performance of the construction and installation. It is the intention of the undersigned, and it is hereby understood and agreed, that this contract shall constitute a covenant running with the land. Lots within the subdivision shall respectively be released from the foregoing conditions hereof upon the recording of a certificate of performance executed by a majority of said Planning Board which certificate shall enumerate the specific lots to be so released. There are no mortgages of record or otherwise on any of the land in the aforesaid subdivision except as described below and the present holders of said mortgages have assented to this contract prior to its execution by the undersigned. ROBERT W 1_EW,ESO. ECKERT SEAMANS,CHERIN,MELLCI ,LLQ K0259882.1: `";E UNTERNATIONAL PL., tT! ;GSL r 1 IN WITNESS WHEREOF,the undersigned,applicant as aforesaid,does hereunto set his/her hand and seal this ?v day of May,2003. Description of Mortgages(Give complete names wid Registry of Deeds reference): None Big Kahuna Properties,LLC _ �. ' Kenneth W.Rea,Manager r Owner Acceptance by a Majority of the Planning Board of North Andover COMMONWEALTH OF MASSACHUSETTS Essex, SS May2003 Then personally appeared the above named Kenneth W. Rea and acknowledge the foregoing to be the free act and deed of Big Kahuna Properties,LLC,before me. dP Notary Public My Corrunission Expires: f K0259882.11 RTH Town ® � Andover F 4 N O: 49S Ido dower, Mass., z O COC h11C EWICK ADRATE D SSACHUSE FOR EXCAVATION. AND FOUNDATION THIS CERTIFIES THAT ..�...�. .. t'! 'Y�tZosl�'ctvE1� 1��'1......................................... .... ,L� has permission to excavate and pour foundation at �.'�..�►.!4��?��.�llt�.�.�C..�.�w� ............. for the purpose of...��.aN?:1 +:Q�!t,?. 4 :!tl. .11.�!4�..1fC�1�.. .'�tri.�o. .�• �1� :.�. /. M�! C�.�.f � P The person accepting this permit must return to the office of the Building Inspector.a certified plot plan how of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS ' The iholder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. -Atm SEE REVERSE SIDE ..................:.:....... ���vJ BUILDING INSPECTOR NORTH ®" Of Andover �3 0 ..,.,. . r LOTTO.. 4 '~ • -. I i S_'�A:0 C% V. �L_: -10lover, Mass., 2.I .� A COCNICNEWICK � AO \\' - ,e RATED AP � S U BOARD OF HEALTH Food/Kitchen -PERMIT T D Septic System 1. � BUILDING INSPECTOR THIS CERTIFIES THAT..... Illt��.f^. '`,r.T.. ... F ................................. Foundation has permission to erect...... r o+ ............... buildings on..'3.;�.. fl.V. ...�,c. � '. `f.. Z.Z� Rough to be occupied as. �... . . .n;"Qz. l //..I�.. ... .. ! .. -..............:................................ Chimney provided that the person acce ting this permit shall in every respect conform 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 Final 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 STARTS Rough Service BUILD GPECTOR , 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 Wali To Be Done Until Ins ected and Approved by the Building Inspector. Burner FlRE DEPARTMENT k�4�o$3n6s Street No. SEE REVERSE SIDE Smoke Det. PEACH TREE DEVELOPMENT,LLC 1116 Town of North Andover 2/20/2004 dE 250.00 G �S t Cash Danvers Lot 22 Permit 250.00 PEACH TREE DEVELOPMENT,LLC 1121 Town of North Andover 2/23/2004 55.00 s. Cash Danvers Lot 22 Permit 55.00 r w Atlantic Design Resources, Ltd. 152 Portsmouth Avenue, Stratham,New Hampshire 03885 Phone/Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For kot LOCATION 32 Lavender Circle Peachtree Farms North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204052 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT, WHICH IS A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHATcACTERISTICS,WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. ,1 HYDRAUL IC C A L C U LAT IONS C 0 V E R S H E E T Lot # 32 Lavender Cr- N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 65 RESIDUAL PRESSURE (psi) 55 RESIDUAL FLOW (gpm) 1080 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 11.11 THIS SYSTEM OPERATES AT A FLOW OF 28.42 gpm AT A PRESSURE OF 46.27 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC 1 Lot # 31� Lavender Cr- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ) TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers =Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 21 4.20 25.00 14.42 11.78 0.00 11.78 22 4 .20 25.00 14.00 11.11 0.00 11.11 THE SPRINKLER SYSTEM FLOW IS 28.42 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 65.00 psi RESIDUAL PRESSURE 55.00 psi AT 1080.00 gpm TOTAL SYSTEM FLOW 48.42 gpm AVAILABLE PRESSURE 64.97 psi AT 48.42 gpm OPERATING PRESSURE 54.10 psi . AT 48.42 gpm PRESSURE REMAINING 10.87 psi THE ABOVE RESULTS INCLUDE 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Lot # 3� Lavender Cr- 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 28.42 75.00 23 3.32 120 18 1.265 0.100 0.000 54.10 46.27 7.83 2 3 28.42 8.00 22354 4.98 120 18 1.265 0.100 1.733 46.27 43.24 1.30 3 4 28.42 35.00 22233 7.97 120 18 1.265 0.100 0.000 43.24 29.95 13.29 4 5 28.42 21.00 33 7.95 120 9 1.400 0.061 9.100 29.95 19.08 1.77 5 6 28.42 8.00 32 7.95 120 9 1.109 0.190 0.000 19.08 16.05 3.03 6 7 28.42 6.00 3 3.31 120 9 1.109 0.190 0.000 16.05 14.28 1.77 7 8 28.42 6.00 3 3.31 120 9 1.109 0.190 0.000 14.28 12.52 1.77 8 21 14.42 7.00 33 6.62 120 9 1.109 0.054 0.000 12.52 11.78 0.74 8 22 14.00 15.00 322 12.59 120 9 1.109 0.051 0.000 12.52 11.11 1.41 A MAX. VELOCITY OF 9.43 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 8 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 1` WATER SUPPLY/DEMAND GRAPH Lok#32 Lavender Cr-N.Andover,Ma NFPA-13 D 2 head sprinkler test 150.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 _ S 80.00 S 70.00 _ U 60.00 R 50.00 E 40.00 30.00 _. 20.00 10.00 0.00 0 500 1000 1500 2000 Supply: 55.00 psi 1080.00 gpm FLOE Demand: 54.10 psi Cca 48.42 gpm prinkler:CALL 7.2 Wiry Fire & Building CENTRAL Products 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 Flash 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- vices in proper operating condition. Flush Pendent Sprinklers are decors- ��:'�,. tive, fast response, fusible solder The installing contractor or sprinkler sprinklers designed for use in residen-. manufacturer should be contacted tial occupancies such as homes, relative to any questions. :r apartments dormitories and hotels. When aesthetics is the major consid- Sprinkler/Mode! eration, the Series LFII (TY2284) should be the first choice. Identification The Series LFII are to be used in wet �rumbe�, pipe residential sprinkler systems for ■� one- and two-family .dwellings and manufactured horses per NFPA 13D;. SIN TY2284 wet pipe residential sprinkler systems _ for residential occupancies up to and Technical including four stories in height per . Operation NFPA 13R;or, wet pipe sprinkler sys- Data tems for the residential portions of any The sprinkler assembly contains a occupancy per NFPA 13. , Approvals: • .small fusible solder element.When ex The Series LFII (TY2284) has a 4.2 UL and C-UL Listed. posed to sufficient heat from a fire,the (60,5) K-factor that provides the re- Maximum Working Pressure: solder melts and enables the internal quired residential flow rates at reduced 175 psi(12,1 bar) components of the sprinkler to fall pressures,enabling smaller pipe sizes away. At this point the sprinkler acti- and water supply requirements. Discharge Coefficient: vates with the deflector dropping into The flush design of the Series LFII K=4.2 GPM/psl1/2(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 318 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 out 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 TFP420 Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.81nch Rise for 12 Inch Run) Area(0) Ft. (Max.2 Inch Mise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12Inch Run) for 12 Inch Run) than two sprinklers in'a;d"ompartment (m x in) 162°F/72°C 162°Ff72°C 162°FR2°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 ba* 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) WA (6,1 x 6,1) -(6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a)For coverage area dimensions less than or between those Indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement Is based on minimum flow In GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER mending sprinklers.The minimum re= Design qufred discharge from each of the four Seam Ceiling sprinklers onis 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 Listed and C-UL Listed for installation temperature rating and the maxi- C-UL Listed for installation in residen- in accordance with the following crfte- mum allowable coverage area. tial occupancies with horizontal cell- r1a. 0 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 mending sprinklers for the actual Ing criteria: the scope of the provided criteria,refer coverage areas being protected by General Information.The basic con- to the Residential Sprinkler Design the four sprinklers.' cept of this protection scheme is to Guide TFP490 for the manufacturer's recommendations that maybe accept- . Obstruction To Water Distribution. locate the sprinklers on the underside able the local Authority Having Jurus- Locations of sprinklers are to be in of the beams,Ref.Figure 4, (not in the diction. accordance with the obstruction rules beam pockets); to identify the main of NFPA 13 for residential-sprinklers. beamsthatprincipally run in one direc- S stem Type.Onlywet e systems on as Primary beams";and,to iden- may be utilized. Operational Sensitivity. The s rin- 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- fled in NFPA 13D .or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. tioning. Directly attached to the un- coverage area,or 20 feet for a 20 ft x derside of a combustible or non-corn- For systems designed to NFPA 13,the 20 ft.coverage area). bustibie smooth ceiling at any, number of design sprinklers Is to be elevation. the the four most hydraulically de- Primary Beam Cross-Section:Maxi- TFP4;0 . l . :• Page 3 of 8 WRENCH RECESS #4948 WRENCH�SOCKET COMBINATION 3/32'(2,4 mm)TYP. FACE OF DO NOT SPRINKLER OVER-TIGHTEN FITTING r- -� WRENCH ( ( ACCEPTS l _I 3B'SOCKET 29/32t3/16' #4947 DRIVE \ (23,014,8 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 I 2-1/4' (23,014,8 mm) - - (57,2 mm) O • HEAT COLLECTOR FIGURE 3 2-15/16'(75 mm)DIA. PROTECTIVE CAP REMOVAL TOOL B 10 NPT r- -� 7/16'(11,1 mm) ( NOMINAL MAKE-IN 9/16'(14,2 mm) t_ 1 15/16'(23,6 mm) O r DEFLECTOR IN OPERATED POSITION C FIGURE 1 SERIES LFII(TY2284)RESIDENTIAL FLUSH PENDENT SPRINKLER Page 4 of 8 TFP420 mum depth of 14 inches and the maxi- Sprinkler Types. Series LFII mum width is unlimited.The cross-sec- (TY2284),162F, Flush Pendent Resi- tional shape of the primary beam may dential Sprinklers. A � be rectangular to circular. .z 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 co M the primary beam and the maximum as presented in the Table A for"Hori- W width is unlimited.The cross-sectional zontal Ceilings"are to be applied. N shape of the secondary beam maybe 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- 23132 to 1-3/32 inches (Fig.4A).The FLUSH ter of the nearest beam and from cen- vertical centerline of the Series LFII ' TY22sa 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 46). E g Secondary beams of a depth equal to E E the primary beam must be placed so NOTES "'- that the beam pockets created by the Core drilling of beams to allow the N 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 MAXIMUM above. Otherwise, secondary beams the primary beam. ONE-HALF BEAM need not be present. Beam and Soffit Arrangements. A WIDTH PLUS soffit is permitted to be placed around 2•(5o,s mm) . Secondary beams of a cross-sectional the perimeter of a compartment with depth greater than one-quarter ttie the beam arrangement within the sof- depth of the primary beams are to be filed area(Fig.6). a minimum of 3 ft. - 4 in. from the 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 Secondary beams of across-sectional the obstruction rules of NFPA 13 for (Refer to the'Beam Ceiling ry 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). darybeams 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—►f —A— I A--I DISTANCES ARE MEASURED TO 14'(356 mm) COMPARTMENT MAXIMUM WALL FACES AND .> 'sh TO CENTERLINES 'y OFBEAMS A=3'-4'to E-0'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV ING A 14'(355 mm)MAXIMUM DEPTH PRIMARY BEAM 20'-0'(6,1 m) MAXIMUM COMPARTMENT WALLS :.c::....•..::.;u..;r..•:;....••... FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0'(6,1 m) A=3'-4'to 6'-0'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- SECONDARY AVSECONDARY B ING A 14'(356 mm)MAXIMUM BEAM 7: DEPTH B=W4r(6,1 m)MAXIMUM FOR SECONDARY BEAMS ' THATARETO BE EQUAL IN PRIMARY +S. DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM. POCKETS DO NOT EXCEED 20'-0•(6,1 m) COMPARTMENT WALLS ,.. FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'•0'(6,1 m) A--�f-A— I A-- j C A=3'-4'106'-0'(1,0 to 1,8 m) �,=t; :;r:;: =sr,;»s sy:, c;,'•:.'>ar:; s; FOR PRIMARY BEAMS HAV- ING AVING A 14'(356 mm)MAXIMUM SECONDARY r, CDEPTH BEAM C=3'-4'(1,0 m)MINIMUM FOR >• SECONDARY BEAMS HAVING {: DEPTHS GREATER THAN 251% OF PRIMARY BEAMS PRIMARY —or— 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 FIGURE 5 BEAM ARRANGEMENTS (Refer to the"Beam Ceiling Design Criteria"section): ' TFP420 Page 7 of 8 spection,testing, and maintenance of their fire protection system and de- Limiter 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 spdn- 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 riles not affiliated by ownership with eBlack.................... s1-123--6-162 . with a feather duster,otherwise, non- Tyco Fire Products or for products and operation In the event of 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 AChrome.................. 56-123-4-001 Authorities Having Jurisdiction.Mate- rials found b co Fire Products to e l ................. .. 56-123-4-001 y T PdtbB Tyco Blaackck..................... 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 dental Flush Pendent Sprinkler, P/N assume for it, any other obligation In 56-000-4-947. connection with the sale of products or parts of products.Tyco Fire Products Wrench & Socket for Series LFII shall not be responsible for sprinkler (TY2284) Residential Flush Pendent system design errors or inaccurate or Sprinkler, PM 56-000-4-948. incomplete Information supplied by protective Cap Removal Tool'for Se- Buyer or Buyer's representatives. ries LFII (TY2284) Residential Flush IN NO EVENT SHALL TYCO FIRE Pendent Sprinkler,P/N 56-000-4-300. PRODUCTS BE LIABLE, IN CON- TRACT,TORT,STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR. CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTWER WARRANTIES EXPRESS OR /MPLIEQ INCLUDING WARRANTIES OF MERCHANTABILITY AND F1 NESS FOR A PARTICULAR PUR- POSE. Page 6 of 8 TFP420 SECONDARY BEAM `USE DISTANCES SHOWN PRIMARY IN FIGURESSA,5B&5C. BEAM 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 29/32 inches (23,0 mm) as dare and shown in Figure 1A. The Series LFII (TY2284) must be ing Ste 3With pipe thread sealant. Maintenance stalled In accordance with the follow- p . p p 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 lire protection system to 14 ft.tbs. (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 Erre 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- svI icient adjustment in an Escutcheon point of the Cap. Shed. 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- 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 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- Ider,or the the Escutcheon cannot be lation. Sprinklers damaged by drop- pendicular to the mounting surface. engaged sufficiently to contact the ping, striking, wrench twisttslippage, 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 3K" - 211 capacity relief" Reduced Pressure Zorn To prevent back-siphonage and.backpressure of con- Patent 14,241,752 , taminated water into the safe drinking water supply, when 909QT-s installed at each high hazard cross-connection. Use Series 909 for backflow protection in cross-connec- tion control and containment at the service entrance.The ` 909 high capacity relief incorporates the"air-in/water-out" principle and substantially improves the relief valves dis- charge performance.The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter-turn, full port, resilient 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 hotwater and harsh water conditions 'Typical maximum mechanicalfirrigation system flow rate(7.5 feet per second) PC-with internal Polymer Coating %„909 LF-without shut-off valves 16 Prefix U- with integral body unions(3/"and 1"only 12 FAE-with flanged adapter ends(11/�',11/z",2' only) a e Features 4 o Quarter-turn ball valve shut offs • .Replaceable bronze seats o 5 10 15 20. 25 30 35 GPM Designed pressure drop Modular design 5 75 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 a10 Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 180°F in- 5 75 10 15 20 FPS termittent.,Suffix HW stainless steel check modules suit- 20 1 1/4"9091M1 • able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. c5 15 Connectionsa 10I I - I 3/4"-1" 909QT has NPT female threaded body connections. 5 Hi 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.) 5 75 10 15 20 FPS inches A B C D E F G H wto strainer. 20 1 1/2"909M1 • 3/4 21 Y4 17'/ 76A, 4 4Y4 11 Y4 63/4 37A 15% 14 1 22'/4 173/a 7%ie 4 4%4 13 7 3rA 11'/2 15 15 1Y4 25% 20%e 10Ye 5 We 14 71h 5'A 42Y4 40 1% 273/6 21 Y4 101/e 5 6% 15 7% 5'A 44 40 a 10 2 1 30%4 1 235A 10Ye 5 6% 16 7Y4 5'A 1 47Ye 40 5 A c e 0. 10 20 30 40 50 60 70 80 90 100 GPM i " S 7S 10 15 FPS o �` 20 2 909M1 • }� +.� 015 J 0.10 909OT•S " 5 N g For more information,send for ES-909S 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS vsR-SF OOPO ER VANE TYPE WATER FLOW FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road-St. Louis, MO 63146-4161 55 Glen Cameron Road . (314) 878-4321 -(800)325-3936 e ? Thornhill-, Ontario, Canada L3T 1 P2,. c www. ottersi nal p g om . (905)882-1833 UL,ULC,CSFM LISTED and NYMEA ACCEPTED _ Service Pressure: Up to 250 PSI Minimum Flow fate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT(Form C) 15.0 Amps at 125/250 VAC F, 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic,copper and schedule 40 iron pipe. �. # Fits pipe sizes-1", 1 1/4", 1 1/2"and 2" Note:10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2"polybutylene. (CTS-Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket M ; and die-cast housing. _ •NEMA4AP55rated 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. bN ` 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 Fre Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a vane type waterflow switch for use on waterflow. wet sprinkler systems that use 1", 1 1/4", 1 1/2"or 2"pipe size. The unit may also be used as a sectional waterflow The vane must not rub the inside of the TEE or bind in any detector on large systems. way. The stem should move freely when operated by hand. The unit contains two single pole double throw snap action The device can also be used in copper or plastic pipe installa- switches and an adjustable, instantly recycling pneumatic tions with the proper 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 fine or the drain and test connection, if an inspector's,, INSTALLATION: These devices may be mounted in horizon- test valve is not provided. tal or vertical pipe. On horizontal pipe they should be installed If there are no provisions for testing the operation of the flow on the top side of the pipe where they will be accessible. The detection device on the system, application of the VSR-SF is units should not be installed within 6"of a valve, drain or fitting not recommended or advisable which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See The frequency of the inspection and testing and its associated Fig. 2 for proper TEE size,type and installation. protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority Screw the device into the TEE fitting as shown in Fig. 2. Care having jurisdiction (manufacturer recommends quarterly or must be taken to properly orient the device for the direction of more frequently). PRINTED IN USA MKT.#8800003-REV M PAGE 1 OF 2 MFG.#5400802-2197 VSR-F VANE TYPE WATERFLOW ® SWITCH WITH RETARD FIG. 1 FIG. 2 DO NOT LEAVE COVER OFF FOR SWITCH TERMINAL CONNECTIONS EXTENDED PERIOD OF TIME CLAMPING PLATE TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM -a ALTERNATELY TO AN AMOUNT OF RETARD NECESSARY TO PREVENT EVENTUAL 5OFT.-LBS FALSE-ALARMS, A 'B- SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO W. O ! p pp\gyp I CAUTION: TO INSTALL,DRILL A HOLE AS INDICATED: �7 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 2'to 2 1/2' 1 v4-1/8*4'4-1/8*-1116' OF WATERFLOW terminal and serve as two (SOmm to 65mm) (33mm t2mm) I ROLL PADDLE IN separate connections. OPPOSITE DIRECTION The wire must be severed, 3'to 8' 2':0/8' OF WATERFLOW thereby providing supervi- (eomm to 200mm) (5omm t2mm) Sion of the connection in the event that the Wire DIRECTION OF becomes dislodged from WATERFLOW i under the terminal. 11 .` APPROX. RETARD SETTINGS (IN SECS.) ,\ 0 A BC D E DWG. 1761-30 ' 0 10-25 20-40 35-55 50-70 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER STYLE B (CLASS 8) END-OF-UNE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ON V CLOSE ON ALARM ALARM ALARM EOL RESISTOR NOTE: FOR SUPERVISED CIRCUITS SIGNALING DEVICE SEE 'SWITCH TERMINAL CONNECTIONS" DRAWING AND CAUTION NOTE (FIC. 1). SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION OPEN ON CLOSE ON TO ADD'L FROM ALARM ALARM DEVICES OPEN ON �L.10 CLOSE ON CONTROL OR RETURN ALARM ALARM PANEL TO CONTROL DWG. 1761-15 NOTES: 1. The Model VSR-F has two switches,oner 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 actidate 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.18800001-REV L PAGE 2 OF 2 MFG.15400761-11/95 \E;41- t.! 1 ! .L1t •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 63146-41'61 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) eights*electly-9 ' . signals to provide superior sound pnetraton for • � various ambient and wall conditions with two field selectable sound output levels. Code-3 Horn and Tone meat NFPA/ANSVISO a temporal pattern for standard emergency evacu- ation signaling. Audible and strobe can operate from a single ' signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce,power consumption and wiring costs. Model MT-24-LSM • Low cost installation via standard -electrical boxes. (strobe/fiom shown) Attractive flush or surface mounting options available. dBA and CurrentRatings Model MT 12124MT-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 0.3BB 99 93 Bell 0.014 0.012 92 87 0.379. 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 ' P9 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.386 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 0.38B 98 93 HVLo 0.020 0.014 93 . 88 04385 0.379 93 88 PRINTED IN USA MKT.#8850002-REV A PAGE 1 OF 2' 11!85 t I r T JS{• { ` � 1 41 •3Y1• l 4 } •?ir ouet'"�YY a`• ••::'':�'•�Ib •t •! o q a j7✓Ll' �trt��.{,. r 1�,;. � `;�f�.r:�i, }�.:�1' ° Y���7� C I t ,. q:%'a3U`6 �.•'n.'i.° '••''`•�••�'Y•`� aQ �'1°'D'6�p�•.'•'1_aL a e • �l UP+ ( a° •f '•'. �. y'4� i+..�•:.t!• + '. '�'•,;i.•';;:, i�•.;{. v "!•' ••,.•ao0•,•• J ,Y1' ;'! t'w�G;•:;•, 'l+i;'•� . •'rj:i` lr!�• .:1,a. . .:w:�gti••:�: :1.)1!,'i ��� ' �' `r •••°.••i O u'•• t''q cry„r:?�•i'�:i.�;v;! �: i �r �'• � �!!!::•+••.;,j{Si:••:•P•/ •' � ! er° �orrk "Y�;•�S Via. �• •.:�i. y�y#,� `'` tT t r• Z- oo 4 !�!.•.v'/,r e \ •r J �•`�. •,+�W •I•••r •A \' O C�• �•� •! ' • •Cir F("Kf :^ h.• ;:.,�i..:��YrJ v • t 1 .•f' 'f \ 11yy V:�,r.' � 6 T�• I!� S' ,�Y i��y dapp '�'4 '�•.• :'•'ei51-,�{t .•{I t t'�'°•D':• q Y a�:.?•' - V1{` �a t'S Z 1{',. ti:n l •''I'/'T., .�. '•C,e7,f � ♦ � or .air t:: •, , tA•{. •' '' '• f '�'., ... '•1 a �ji•.:1V' rt r ��, • rt p1l, o• JI7 �T *� °A4• •• f ���y•' •'+:'�~i:' lr.:.�,•si .+ ;5 tC.••• •9 �,A \ '9 lir�.Y•,.y'/.',�'t .ii' •i4 .Jl,�{'''!•'.:���•y r w'• '�r� .•t1 4 a°J.r.•i.•. • \ '1 t /•/�: •:%: • t I r• ,r ':i:,f�;r.Jl:t:.C•' J V`+,J'I:T, i�R I �' '/:�'• °° ►�. 'l, 'J':`'l':2i1:>:1i:�"i •V•L.:i•!5 a••,;t.•a�-'f4,• .r•v': I'i•• R(I/:4p� •• •5 }+ •'l:i" `•'i;��f Yir1?:;::�•r� r;:�.....5) �•� •1 fi"'ti•::. .,, c:: •,r Q ', ate::;:;'••tii L�': .r � trf:,..;.li��:) • !r 1 nl•. r! W,{ rrr{ i y. • ''��4'•��5�:i���.�.!t �.��l-R'•ryt ' .> t • j n .1: .;n tl•{y': �.1.•;1;�; 4��,�f.� l,• , .i _ .r,O i�'��Jc:...;: • Jr/ ��.. . ri (t J'. t i 1!j; ;:.t •!•. / �.{..r:i5ti u7!• o t•� .P i:•i�,i�,a 8 •rZ L!'/.. l,, K' rr.: F:: at+ / '■ ,' ° Y ,} ��;-.�'�'3-• (4\ �% �°.!•+ +(1: f/::??/y :��:.i::::/:t' •? ,r4'J; ...i)', 1 { •i:�'�!:T= •`liS�.l'''" •• .r.•;:�:iTi�r,4A•1 • �. •t E', ";i:•, ••..{ s ;9:�:•i:•:i:�• `',rr,!�•tr J!:1%.•�ii:!�la 1 . r + a .r I.,? • ,51} t0. . •4':;\, .. ':r':;;(�'.o�^;' :�' +�:' '� ��•.C.+ '�� i•i3 ♦•.;e t%•''i��� ..1r''':•.�.:..•'•;" 1�'•�+•1 a� t r c!• .. a��,,,'.• •'•;.i 1 L• c d'• rZ••:•b .! :SSr� a�'•t.:^' 1 , 1 . 1't a, o� + 'l;V4''1/:�• :i.,�. ��,'-ag� y' thy':{.'::•:'•%'ti:•� (.' 1:-tt.:..°'i.��"'•i :��\t4Yr5�' 1.; y4�fi::!•:,.•:.i;.Q � •�.• t. =, %fi q,�q�t{c .. L+ o.:1J�:.,• oo+�r ° ,r::':.•:::•�•:1,) J\ I, r1 >i.•O b..:,;I is�(::i fiT�i:;{:�'. ;,�,� � ::%i 4�� i�� i'�::�/ `O I, j•a:;h t:'r�.�l.'•�• '•\ wl. •wo�P11 :;:••i+ ,Jn *,.,C` ck O :: �: r� X R• 1 ~A��� �• • ;r,/;. ..y ::t• :• L/a .a � ���:�y,�•tna ,,�!-t:i:. �j.+l� .Y ,./•/•. �,:..:��.:r+ •i.y, '( .I+j��:J1 • ''t' •:� �; ;e■: ':'?�y`:r�ti+;;e�/:1:,: J•7y, �}'l�Jr )/tom 1C 1+ /'''•�''• i'•li'"� J '4 EJ e o '+.L;t.::::�,��,::,a qq Jl / p��al{{II •T 'o •• �• '� a•• :'�:��,� .�•�� °• • .y`.a;.�...�:;;,J� y +•.lt{Oii tr�rpr�E]0• r,J 5 .r aG, /ktY pf A`grjr:rid' •:�• C.�It '�•r �'•'i,•••8 .• I'i-• +• ~ 1 •. r ° o l�'•7i�.,}ri i ..Q7!'^��j 6 Lj: a}�;• r 1 {• ,1�� �•..�r�y •J•. f, C 'O a :'. a •':;., r o +' 6' .. ,.i♦Ti{ D4 • ::. :/A •..•° °'°e•�.::.;::.:.:::1�� •1r10 °l��r'� d'.+ ■'wM {1 ••°O°•.•�� t , ° ..9 �C'••� • .� �+ q' • ••••:..�.� , t.:', ^ �,.rT,'r41'`�i^��S�a fO.:K ( •.4r Parr• .!:.r,V' V� J,+t�IC .J t e e. i; :•�' • '•° • ,i.•%.::!..•:):1 y, + r•L,jr• �. 1 ��•n' C••. �;�_00° V/. y;:J! !t M1.. an �h•�4:. ° !� o o° n 'r�(( ). ��.;:. •4� N• � 1 1nf'''J':: '�n"r !.:o 2:' 1.';!"�t;`Ql;f'r •,:�. . •''e b•�+� qo�oY9a O•°' :'•• •�%w(e��4�Y• J ,h{{ { r� ?. ��' '�i{:::1 l(:.: L. •�•>:{• •iyr 5•A.r {.r r•'ry�'Y'�:•�" •• •i re Tl A$••D'p° ;:�4',?.t t!�:�t.'•Or .!,j.%•'y t O.r , '! 'i;y,{ r•i�;i'•�i"•i•��-'r;�' ';•�y ^' P •:•: ►.. ,�• ,w` {::':::••.. , n r o-1 �' Z,y:;:r•o°•• •• se re.. •� :f• i r v.�:.^.,�.:R`?I:;.. :!� ,t� .• •C\5::!i:.•�jr^• ,,J\ ^JCi•; .0:':•11.1 1 i O dp o 'r .•.:'r:"J.pl !''%r:i::iY.r.,.::r 1 q i' MCJ •' fr6• ;a✓+• L, i'�� ,o o'•••o 7r ,o o■.' :.j / ,��, la 'a b.:'P :: \ / -:!!;..;::•:::::5J4 ti J ,',7C:7.' e- a i•i:} i ::�5. ..,, c��.r+..;...ryl�li�•:5 �;�.,!,•,r Z'?�.;:;::•t(: S'SL %n. NY, e'• :.���;�"'?/.;�i':i;:%41' •tI, •w •0 a Po 4 r'. ,q ;:�•;...:•. ••T `l•'r7{S• r:; ;.r,{4j"'.\ .;r. ♦ i•:•.i-N !. S •a 1 M;� •./ , `� ;a� .• b � Y .. I'.,i' '•.� .° :P fj� tt:!.• ,�;'•'•: _I• •{ 5?;. �J' •j.lt �':,y� 1 ��• ,� ��r o••o• :.°' ^i• Y., C:i:l" •�+1i r:,t V r•' �i� ryi!,h([5�/'• a►.a�.•:�`'•��>1'r+',� ��.r 4;:y'�c�. ••' P° ° °o� b r° •••y o' •°"'►� r• bY;•�/.. ;7',.;r:'/tT'!d �! •r..r`:.y:.,^„!(4 i;.) �•ri�(.::}?i• +li.fSjrti�. ;:rlr�J �'y':y%�'_ t.•r Cl o°Qq.•i °o k .r �•q4Y°•aq�yQ! 4/i a +0�.'�11?: f;,: ,'+° 9 °� C` o°p�' •i• ::i: i. �,T,1. r+'•-��/•-i...�,n••, .r5,.�_:,fj.)'�i�l;;;^:••:''•:e •.6 •'1W C• 1 7;0• .°�o• 4`e • 'Y r •� ...i{•:•i�:'. f•. 1,•;:,;:•,:;. at•;::il• •'•trC\•,r :.�t',r� ;�f A4� ' ■•!°• 0 8 � �► ':•�. ”••'li/'.•;••!,~. V •• •• rX At••;:1.f�i/C'':;;r., .l11:;�:::;. ...! � kr•. ir' .° ar✓ D•� 'CN oS._ ��:'� tT�•' r 1'''' ��•�ate► Y�}a• / 1�'. +.rte r'11 •°� • M f ,�!•(�/,•.':::fie •0 P•• r /.-,'�•IL� FI��;:r::�;i:��::.•'..• IJ•�!� W�•:f i;•!, �.�.ly •b •o•° ey L ao � i:i�'(' •�:���...:�/.,�'{.?,4 ✓•':�i•� .>ro sO�'•• �i,+•licsel ��:•i�fib�'i.'.-:••�ryi..:, .i• ti!•}'�C• • '0,} ° e rrs `. '�' y) r...! ,r..._. : p ,/5 to 1 t P iv+h r� Y• •.�•'• � t'��•C%. ijf..°Y�°� 6�•P er °'f •-�:r:;~ •_:1::.: :'/111��'I''•' f 4 t .^ L 11 a r M� •n r eb N t• .+),!;:••"�:• :•5�s'ri.�.:l,ut t'•;•°,.,';r•:'••.•. .;!.:q;:•.a !• ( �a ti +.r), b•,1,;::.;..� i5 0�'7trlr;.Y„+li:;o°�•a Q”W' ° o•o° o•• Q °' : .`1. "/„ y +•. ''�++ +•,,J1 •'';.'•;;::;•�'4 t , 9• o '.:.:. m,.y ;.�9'L��.: ,y •.re 4bP•• o°°+ o• ¢�.�y°•:'�::'„�',::; .;�;�;.,,:g' �tT/r�+::.':. Vr o oa•.'::;:!:;::���• ,s o;,5'^,.Jr,'n o .A1,'O•t �i.:•.:'�':L.=i r „t'j•', •� o I r�• ;%;° q..: A p• o�°! ■ �,n•.. �•�•:o �'T. :�r y TTgq ,tn• •.o'";cyb � ) •0 45/Z. •t•' 9 ' •!•.y/!3.;;!: o°6 O i • •+ b y • 'in' F/• 11.. •' i •.:�''y •� ♦ /, 7 • r�7 r y. r. • �• .: •'0 0 `1,g1q�, "w 4�' O sA �,} 1 >l••.a�)?:^:.,•'��. �Ry; •^P�•��,VS.. y. .. '••• _.•� •.•oe,y0 o O •;:' +r •�,p•.. qp1��:•: ...:::f h�,;F �� L3• L E./-�rS' 7.: 'b•�.�b:.�..•�:i'rn'.:�. lr.'•�:•,::: +° !• •/ o!�:,♦ •1••V':::ti+Jii;..• a- Y:�j•Ir .o .`3,;=:...rj/r1 V i• ::•.°:S•1' ,••,'I:;'S•r �! r° •O o••r..•;r:' �# O°;;1;p •iy'3.,.!:.•;e d••'4++ 0.li a!,J Q 1 �./1 J•1::1,;'r'i :ri. •°i.•..+�.. 0 ✓�'.• v�..• Y lir-•.�: 1•�,;::..*O• L` rP:C4!� . tl�o ' rC•:Sa^ �F,�i.:.:. ,�, •7•��' + '`••.i,•••:r:. ,+ ,r., :!?� �• Z ►O f' •... ;,�K+:a:�.• ..,Y. •S. 1r1( Sr• .:�: lt, --, ♦:\ r}�. ;',:• P 1 r•. r• >A Pr.' �•r/ tJ . t%.. O O•�;��:',•:� r a •Q\ �t:.f a Y. ■. r .l•' r��� Vii;' �i'b ..• :•" �� r •• 6 •'� O -e /• .•�•r• 'tt•:•... �• ♦ r5;./5 fir:.IC:L• ::EE•••♦ '��: •::r�'••�,°�•;.•' •'!r, +° • + e ° .,•• - •;.1ylL �1•!t/t•�::. .° •.•' l,C+� �1.r�:'';•:;. J'1 IQ ..,`9: e °r.;•�°:�.:°' �•°wY � r r°Po •y/ 5/ '!. ''•...••.:r •CSY�•2�::"'•:: ''.•::..,�i ^ tn�'./15. t rl,A ,,.'.: ••��irY �,�,� e.•'°• O• '^'7 -:i! ::,• / , ,., •../v t '�j��::''','! of AN 'r:..t'•�•%••'�..;�J o �ir`.:�.. '+:%pt • �t1�•:�t;�tY 7 .i;:':�•i.ti.' S..1r•' of ,tom ���T t •4 7 T Y.�� '�1t� r f✓ Vf�yo•'�'�J/,C9j�?�hf.'...�!,,1.%!(.�� Ih1'.r'�� •r• r.tr , .1. { •,J +�,•.` �> _ t1,'L.. \ tom,• �1 �iL INSTALLATION INSTRUCTIONS _ q Fumes: If the filling cup is above the highest sprinkler, use the following installation procedure: FireFighter and FipdFighter 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 Al I 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. � 'r =, within these systems should also conform to NFPA • requirements. 4. Back out all of the sprinklers slightly,until antifreeze appears.This assures that the piping is S`r �.� Use of antifreeze solutions should also be in completely filled and all air has been purged from '�' conformance with any state or local health codes. the system. Please contact your local health authorities if you have any questions concerning the codes in your area. If the filling cup is NOT above the highest moo, sprinkler,use one of the following installation ' : Maintenance: 48 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 todetermine the level of freeze drop pipe should be filled through the filling cup as protection at the beginning of each freezing season. �,�. shown in the diagram below. To test the freeze protection level of FireFighter,use a L 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-15°f flow protection.the above value #1 are empty. specific gravity of FireFighter.should be 1.141 at 77°F. 3. Close valve #1. Close the filling connection valve. r ::,:-:::;;°•-' _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 Or: protection,the specific gravity of FireFighter PG should ;y be 1.030 at 77°F. zti• o Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked #2 in the diagramje ; F j4° _When the test indicates that the solution has � F Z below., weakened, empty the system and replace with fresh F Fr�� Gs FireFighter or FireFighter PG,according to the •.,•..'•�dy HEATED AREA UNHEATED AREA installation instructions. aV ? Filling Cup Sprinkler Head Water Supply '�"�'�a;^fit iy o.. '� I � � �� ,. •'� `r„�:,�,.)d ,S••��.: •. �I r-FreezingSolution 12 ins. : � � a ,r,�c'•.,� Approved o�; •,.c '. t ; ' Indicating ' Valve Wall Drop 5 ft.min. ■",•, ��••,;:c . fes' . �:•: �o 1 , S'•' =1t i,� . ' y �s Check Value I a{r '';-•'•; (1/32"hole in Clapper) LDrain Value ♦•rA+�''''•G l F�U t •V�3•�� ,� .. . Please turn to back panel for additional information �••�.4 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 77°F is 7.05 centipoise x with the functioning of systems or equipment,and/or _pH of FireFighter is 7 toxicity to humans or animals is a concern. _Boiling Point at Atmospheric Pressure(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 77°F is 1.026 grams/ml _Viscosity at 77°F is 6.15 centipoise FireFighter PG is compatible with all approved types + _ 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) is 222°F Sizes: 1�$a ' Freeze Protection Properties: y�c FireFighter and FireFighter PG are available in: _One gallon plastic bottles(6 per case) a r ' FireFighter and FireFighter PG: ° k r _Five gallon pails —Minimum Fluid Flow Temperature is—15°F — 30 gallon drums �y ` —Minimum'Burst"[Hard Freeze]Temperature is—50°F _55 gallon drums _5000 gallon tank trucksFlammability: Color: FireFighter and FireFighter PG are not flammable r since they have no measurable flash point(Pensky- .. FireFighter is orange '�` Martens Closed Cup); however,both products can r r FireFighter PG is red `' ' ' flash or burn if the water contenf is evaporated off. Y ! Z Applications: ;, �; FireFighter: = � • _Flash Point is 350°FF* Wet fire protection sprinkler systems. —Fire Point is 400°F**. -eiv Ingredients: t` * FireFighter PG: —Flash Point is 214°F## a, FireFighter: _Fire Point is 220°F** « ' —Active Ingredient: Glycerine �F:" —Other Ingredients:Water :°`�� Toxicological,Environmental and Health Viscosity Reduction Agent Information: Dye FireFighter and FireFighter PG are virtually harmless o moi:.;••., ,';�;?:�:•. , ..... FireFighter PG: ��`' to animals or plants;however,the disposal of these :...,;., _Active Ingredient: Propylene Glycol ,; ;a• �� materials should be in conformance with national, —Other Ingredients:Water �'�} �`} state, and local health codes. g Viscosity Reduction Agent Dye g S' {= FDA References: � •r„ °, GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe"by the Federal Food and o 1_ o s Drug Administration. ;• "FireFighter Freeze Protection Fluid-is a trademark of The Noble Company. ' 'BlazeMaster'is a registered trademark of B.F.Goodrich �-:. .• :•:� ,,.:: 'Non-toxic-is used to describe extremely low chronic and acute toxicity. 3:{:,::�•�r-� � �P�. No maximum sale intake for humans has been established.The product is 1;;•.': Yt. •• considered GRAS[Generally Regarded As Safe)by The food and Drug ° ,`•:' r"�� Administration �,t'r Y::;?1S °°ClenlandDpenCup ��?=� r i RECOMMENDED CONCENTRATIONS .•o� •.'.• ^ FireFighter and FireFighter PG are intended to be used' 9, °9• Mtl ' • •' ,� �; undiluted only. � �l'•F a ♦ (µ 9U O`�1 r�}' ��� oo:•:'.b•��vA oa°ra��r• ••O vve o e �• r AVAILABILITY �• •.� •; p •:. .e • . �� •' bQ .;, .;fir;:��• FireFighter and FireFighter PG are available �+ ha o .d .;;.-;,:•;'.•,o �` �; :% , �� +tio• throughout the U.S.through wholesale distributors. .`l�'f `b '••'r�•:a°y°,.° ' .•:,:t5:`�.;r:. o' ° ..'•.'.r..•• <'�°.��;,-:. ; � . :r Y'� '}r` .�??�°:a'�.�•�"::�' 'A;•�<"�b :i 1:�':'°i��!`r c:•, t'"n t Please contact The Noble Company for your local �� 1 �:; a.�:;;•, ,� '� ' �. , '4 ri representative and wholesaler. ;6•. . •'.'''i' .'•'.`�� ;'w �.•;.;�;'°`:T;: } '�'I S ;\, ti'(ai :qct ' �rrrilr:;'::•.! ''�'•:'?••::� ..:ih,.,l. \.�,Q , e lip' `�••''•`' 4 ' TECHNICAL SUPPORT :�•- ` . :•' ,. ,' ,.„, •h?•7���� ;� �..:.,.� �'. Specifications, installation design, installation � •b` 0 ,•a �'�r�=�q r '!Z Specifications, ' techniques,and unique applications will be reviewed Yl ' . �' ��s " �`x::•i�4:•• .1 � ','' ,�;'� " ''• �. Qe�';::�7�:r•S3', 1 'jr?,'ica�,er���� ••• ,• 7.•a�•! ;:,,., upon request.Address inquiries ATTN:FireFighter ' r�obw:,i:��?:i�L�_�j�•�. •��il!/1N-1��.�• •i � °�'.ijri�' Technical Support. ° 'i(� ;• • ' �,�'''` ••'•• �`:' ' Field service is available through factory representatives , ° ``� '';;s�; :: =' i•' • ..i;-(.:9:;N, and Noble Company staff.Contact The Noble Company " .. �. • <, : ;I� •r•. , 07•� •r�• for local representatives. �' , .: ;: :;y '2�R..�� iv)r4+iy i�•" � b b IT The Noble Company ' ' °o e,• 'e Y;• ;. .,.�• LaN:rr� i 614 Monroe Street r. 5 t Grand Haven,Michigan r ,'`� •Q�� : =��"".� >d� . .. 49417 ;.L• Q' fW . -4�;:;: ".i`bpb$w�• • •�•t X145 .i'�w .<1. Phone:[616)8427844 t Bo —67 S ►'. •:-.:-• ,, •:,: :...;;:°.,:, ter':"�••��'�' ', ,' FAX:[6161842-1547 ° a —� 62 �r .�' `•,• ,;._:.,..:• ,• ':r•,::�:.r:;.. . . � �, fA v.:�.,r!.•�•.�����•er'rr�..•�:r;•ir�i�� ':�i;��:7%rAfs1,�77?'''.11 ;`• io• r 1 til N ' . • .::'•::iY ..�.��.:.��.-'•:" •. 't ••••, ,. `, . ./� •'��yr�,X44�;:..�.:;.�:$:4'�� �R!£� •. .,,.,'r1''••j' ,/ r,,:+l6'?.� .•�•,�y. :T'.•%!:r:::t h�'�N/f'a �,t i e°;1'"i!.,;;!?y.,F C.•~il'• r• ��I. :t•• :��r,:�:;:•.;°a��aai�7.y�+:�c�uo'r.+;..�.',;�',:.•`::iA,3 1V+�•Fk'1 •ptJ•,:'''?•rr i:i'. �i t'r-0.c'p :J •• �r:•i)�� •'::�:':''•:i r•�' .'�a' 't'�d• . ' .��1• J.%fit. � 9�1,�1iw ♦, Jl��:► e C 1 b I 1 . •V ►> LI���.�-IQ'� ,r � � •,i art"•1 i o,� ,,',�J '�" �`51, 'pti�di ► •4r1��• , '�� 'rl, •Q•I."" �.iQ' ,�iZ•• r+1�+'6) +,`` � ,%riry�,. •' til .c41�� e t �i�; ., Y r m.4 f > Printed in USA i ©1989 The Noble Co.Foran 117MG 289 "Engineered for high Series 909 Sizes 3/a" - 2" capacifyrelief" Keduced Pressure1G To prevent back-siphonage and backpressure of con- rt Patent 04,241.752 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 °yin 909 high capacity relief incorporates the"air-in/water-out" F ..ra' ' 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 Available Models CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/i'and i"only Suffix Capacity QT-with quarter-turn,full port,resilient seated ball valve shpt-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 mechanicallirrigation system flow rate(7.5 feel per second) PC-with internal Polymer Coating %11909 LF-without shut-off valves % Prefix U- with integral body unions(3/4"and 1"only) Vi 12 FAE-with flanged adapter ends(11/4",11h",2' only) a 8 Features 4 Quarter-turn ball valve shut offs v Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM Designed pressure drop Modular design 5 75 70 15 _ 20 FPS Simple and economical service " No special tools required for 1"909 e High capacity relief protection servicing 20 against combined back-siphonage/ 15 backpressure backflow Standards (see page 3) U)10 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/a"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 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 Dimension(i rhes) WUt.(lbs.) 5 75 10 15 20 FPS inches A B C D E F G H w/o strainer 20 1 1/2"909M1 IV, 211/4 171/4 Ws 4 434 111/ 634 37A 15Y. 14 1 221/4 173'is Nis 4 4'Y4 13 7 3% 17Y2 15 15 17/4 ]03/2/46 % 20% 10% 5 61/1 14 717 51/4 42Y4 40 1% � 21% 103/e 5 6% 15 71h 51/4 44 40 a 10 2 23s/s 1 63 5 63'i 16 71Y4 51/4 473s 40 5 A c e 0 10 20 30 40 50 60 70 80 90 100 GPM 5 75 10 15 FPS ff. ° ► " 20 2"909M1 w 15 90907-S 5 n 6 For more information,send for ES-909S 0 25 50 75 100 .125 150 175 200 GPM FPM 5 75 10 15 STRENGTH OF COPPER TUBING SAFE WORKING INTERNAL PRESSURES TYPE.K TYPE L TYPE M •^ :::,Z; Nom.Slze' 150?F. 250°F. 3501;: 400°F. 150°F. 250°F. 350°F. 400°F. 150°F, 2500F. 350oF.;.%lOOsF. ]n(riches' 'O.D. (PSI) (PSI) (PSI) (PSQ (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) 3130 3030 1980 1300 3/4 1950 1690 1230 810 r,'%s 1530 1480 970 640 1160 1120 730 480 1160 1120 730 480 «;yn"�i tilsrytr�;'wl`'�:` :`,;a;t; 'tr :i'; •5/1& 120D 1160 760 500 a/. 1200 1160 760 50D 900 870 570 38D 750 730 470 310 L ~•.�:`4..s e ; =i,A 1170 1130 740 490 B00 770 500 330 560 540 350 230 0 80 740 720 470 310 500 480 320 210 ' 920 690 58 3 A , .; ' /s 760 730 480 320 650 630 410 270 450 430 260 190 /',;i:-N;F ,;?A 860 850 560 370 590 570 370 250 400 390 250 170 ti.P•1 ', ;y l t?{ ; '•;:.,1'/s, 680 660 . 430 290 510 490 320 210 340 330 220 140 Wiga" 141 ..'"'; 1st 55D 530 350 230 460 440 290 190 340 330 220 140 520 500 330 220 430 420 270 130 340 330 220 140 d*a• « ;2 `'r:i 21,4 450 430 280 190 370 360 230 150 300 290 190 120 .r •s r ' rF,;:•2'/4 ra;•±;;;:2s/s 420 400 270 180 350 340 220 140 280 270 1 BO 120 3':i3:�•"r .tCs 31/s 410 400 260 170 330 320 210 140 260 250 160 110 35A 360 370 240 160 320 310 200 130 260 250 160 110 " 4'8>�<' : r'4'/s 370 360 230 150 300 290 190 120 260 250 160 110 5'A 360 350 . 230 150 260 270 160 120 240 230 150 100 S?.Sfiv: 6t"•�•,i'•�`�•`"6' 370 360 230 150 260 250 160 110 230 220 . 140 100 , N' 390 38D 250 160 2B0 270 180 120 240 230 150 100 390 360 • 250 160 29D 280 180 120 240 230 150 100 _ 12'A 390 380 250 160 270 260 170 110 240 230 150 100 F-S(Allowablestressinpoundsper square Inch). 6000 psi �'250P F. S 5800 psi 5M.F S 3800 psi NArF 4004 F•S 2500 psl ( 'INTERNAL„VOLUME OF COPPER TUBING Cubic Inches Per Cubic Feet Per Gallons Per v±"{Y X, Nom Sfie; Foot of Tubing 100 Feet of Tubing 100 Feat of Tubing inches M1kr:r. L M K LM K L M .936 .0542 ADS /. 1.524 1.740 1.908 .0882 .101 .110 .660 753 .826 ::: .=:� �? '/:`::••, 2,616 2.796 3.048 .151 .162 . .176 1.132 1.210 1.319 .., :,*' =i '�• Sh':}:' 4.008 4.176 232 242. 1735 I.808 r,...•.*.•• ;:`;. ../4 , '. 5.232_ 5.808 6.204 303 336 359 2.265 2.514 2.686 9.336 9.900 10.488 540 573 607 4.042 4.286 4.540 1 14,64 15.12 1572 85 86 .91 634 6M 6.61 1'/z ,,�; ` 2064 2136 21.96 1.19 124 127 8.94 925 931 2'.: 36.12 37.08 38.04 2,09 2.15 220 15.64 16.05 16.A7 � 2'/= . 55.92 5724 58AB 3.24 3.31 3A0 2421 2478 25A0 i':..:. 3:' 79.66 8172 8376 461 473 4.85, 3450 35.38 36.26 3'/=; 108.00 11052 112.80 625 640 653 4675 47.84 48.83 4 140A 144.0 146A 8.1 :8 3 85 603 623 63.4 5 2172 224A 226.8 126 13.0 13,1 94.0 97.1 98.2 6 1^8 .310 8 321.6 326A 18.0 1.8.6 18.9 1345 1392 141.3 Table A-2-3.4 Copper Tube Dimensions Type K Type L Type 1,11Nominal Outside Inside yP Wall Inside Wall Inside Wail 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 0.075 (22.2) .0.745 (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 (1.1) 0.811 (20.6), 0.032 (0.8) 1 1.125 (28.6) 0.995 (25.3) 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 . (26.8) 0.035 (0.9) 11/4 1.375 (34.9) 1.245 (31.6) 0.065 (1.7) 1.265 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 1'/z 1.625 (41.3) 1.481 .(37.6) 0.072 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (3B.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.6) 0.083 (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 (51.0) 0.058 (1.5) 2'/i 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 (73.6) 0.109 (2.8) 2.945 (74.B) 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 (B7.0) 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 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) B 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) . 1001 ' INCORPORATED 'OR�t CORONA,CA.(714)737-5599 32A FIG. 22 HANGER FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Range-3/4"thru 2"C.P.V.C.pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C, piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in ,, the horizontal position. Figure 22 can be installed on the top of a beam,but in lil 'q this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. 't Figure 22, when inverted, with the hanger tab -• :,Aa 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, 1311,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 LA 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 I 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 (F1'.) . SIZE LENGTH PER 100 _ 3/4 2-7/16 1-5/16 1-3/16 5-1/2 5/16 1-1/4 9 ,m+;:R'iRri.ri:,'Ax.,�''C�'{ arivr.+. xy�r+.w y.^+•'nf-Jt Vit.�r.<^.`.Yr ::�lr,..�..�,.'"'��". t n'x r�.P",�t. f N^rrr-�.+ie',�1'.,y Sr�c :5.;1 r ,� E,,°•"" Y;t„..� Z � -vy�{�.. 'J �y(�� p�_,,.� y,,,y�' vY"'.,�,y,..5 (yam ,t�' t;":.:� ,..,� T s,I j� N :�' ,c? y I a0.,n C (� �_.veJ� I'eAYd:iy�.t�i"S.'X���+.vtlr�'v'..,3 �-'•�tC'i7GV�"Y::�.��Ati`!.�,-.KJY.�Atki.�l`^:� �•.,iYi,.r.'r°��rh�.�f:.i�YS:��+}� '•f4:.:ie.;�.(�b!:a,.17r�>'l�i J:i:+Y!..�'- a.... 1-1/4 3-1/16 1-5/8 1-3/16 6-1/2 5/16 1-1/4 _ 11 "r.�t�E",L5�7'�4' t; t �..,c Y, r-I�'' F� f Y.' ��,+ ;Jf � �'��.�'�7'f �'��•��'iA�'�t.�{�iiF4 k' �G. � s.*�;Y,�15..a� �� ..�� .. �....L.���` !mss '".�� �'-.V-�.+`'b'�ik.�?iun a,.a' t.s�,:,+... :.,.,, s. u^;•.ia_ .m,. t.�..,,...r..�:+�.J.�.,.,.. ,_. 2 3-3/4 2- 1/8 1-3/16 8 5/16 1-1/4 15 ILCO r INCORPORATED 32B CORONA,CA.(714)737-5599 FIG. 23 FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE—SIDE MOUNT J� �r • '�lZl hyh ah ! t •. I4 rJ j.F b. ' yrn�� �'¢:u�•S k F.; 11I I T I I � I ,h .I (. log A 0o 1.0 A ._r Size Range-3/4"thru 2"C.P.V.C.pipe. Features - The Fig. 23 and Fig. 24 incorporate features Material - Carbon Steel with galvanized finish G-90 govt. which protect the pipe and ease installation.. The flared edge spec. design*protects the C.P.V.C. pipe from any rough surface. Function -The Fig. 23 and Fig. 24 are intended to perform The Fig. 23 and Fig. 24 are easily attached to the building as a hanger/restrainer to support only C.P.V.C. piping used structure using the two hex head self threading screws— in automatic fire sprinkler systems. furnished with the product. It is recommended that Fig. 23 and Fig. 24 can be installed on the top or on the rechargeable electric drills fitted with a hex socket attachment. bottom of a beam. The Fig. 23 can also be installed on the be used as installation tools. . No impact tools (such as a side of a beam. hammer)or impact fasteners(such as drive screws or nails) are allowed. Damage has been known to result from installations The Fig. 23 and Fig. 24 can also function as a restrainer to using impact type tools. No pre drilling of a pilot hole in wood prevent the upward movement of the sprinkler head during is required.. activation. I 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, X12 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//116 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 _ 1-1/4 9 • a1„ i .i TE'4:nr4j6w '{J� i l �'r+�Cmp� `A•' `r' �pl� � tlY..5`'`1'"�ri-Fn 7'1,x. 7 f�,'II,;q 'gn47 'n •u ., YM i i .rw 0��, h L,L.I '�N Jdti:!•6 i.'^}` 'k r11?d f1�i,.s 1-1/4 4-3/16 3. 2:-3/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 11 � iKx ! � h'.1 N ;,4•'tN'2! " w16 : � 1 3,!16 1l� `�` � y� } '`i'`12`•.v�y, .Yps sw1...-{ro �I v - �,�.ik1.. -.. (a+wul n'v '� []4 kS'ME 2 4-78 3-11/1 2-7/16 1-27/3 1-3/16 1-3/16 8 5/16 1-1/4 15 REVISED 8/91 Central Sprinkler BlazeMaster@ .. .- INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U.S., Canadian and U.K. Edition ri 1„ CENTRAL tot s No. 19.1.0 Rev.4 5,96 Table of Contents Introduction......................................... 1 Handling&Storage ................................. 11 Conversion Factors ....... 1 Handling ........................................ 11 Listings and Approvals.............................. I 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...................... 11 Pipe ............ ........ .....3 Joining Central BlazeMaster Pipe Systems ............ .. 11 Central BiazebfasterFitungs ......................... 3 Cutting.......................................... 11 Solvent/Cement.................................... 3 Deburring ....................................... 11 Dimensions for Central BlazeMaster CPUC Pip:. ......... 3 Fitting Preparation .................. ....... ....... 12 Fitting Socket Dimensions............................ 3 Safety and Heaith Precautions ....................... 12 Product Ratings and Capabilities....................... 4 Estimating Primer and Cement Requirements ........ .. 12 primer Application ..................... ..,...... 12 Pressure Rating&Pressure Listing .................... 4 Friction Loss .......................................4 Solvent Cement Application ...........,............ 12 Assembly Thermal Expansion................................. 4 ........................................ 1.. Set and Cure Times ............................... 13 Physical and Thermal Properties of Central Pressure Testi A Testing the System ......................... 14 BlazeMaster CPVC ................................ 6 9 Y 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 7 Other Design Criteria. 15 Vertical Restraint......... 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 ;!F" Installation Procedures ............ . t�Y. Inspection................................ 9 Appendix ... .... .16a Trenching.............................. ....... 9 Helpful Tips...............................,....... 16 Snaking of Pipe.................................... 9 Material Safety Data for Solvent Cements and Primers... 16 Back-Filling..................... 10 Training/Demonstration ............................ 16 .,,.... 10 Material Safety Data Sheets...................... .. 17 Maintenance.... System,Riser Installation Requirements............ .10 System Riser Installation Recommendation.............. 10 This Installation and Technical Manual contains the c:+teria 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 definiiions:. 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 ter,.years from the shipping date.Materials found to be defective by Central shall be repaired or replaced at Central's option.Central will nct be responsible for labor charges or consequential expenses or damages incurred as a result of use of its products.This warranty is eypressly made in lieu of any and all other warranties,ex pressed or implied,including the war- ranties of merchantability and fitness. U sales by Central shall be subject to the terms and conditions stated herein.The placement of orders with Central shall constitute accep- . mance of these terms and conditions.If buyers'purchase orders or confirmations are at a variance with the terms and conditions herein,they shall not be binding upon Central and Central's terms and conditions shall takeP recedence. These terms and conditions of sale shall be construed under and in accordance with the lays 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 Penn lvania with respect sped to any proceedings arising out or in connection with any purchase and sale rr 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. F BlazeMaster"'is a registered trademark of the BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. Introduction Central Sprnller Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride) rr,r sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide the following advantages over traditional sprinkler piping systems: • Increased hydraulic capabilities(C-Factor=150) No preculting and expansive fabrication required • NSF-pw S.E.approved for potable water • Can be easily connected to other sprinlrlef piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust,scale and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide areas follows: linch=25.4 mm I foot=0.3048 meters 1 psi = 6.895 kPa I psi = 0.0689 bar I psi = 6894.757 Pa 1000 Pa=I kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance vrith U.S.requirements and C-UI, Listed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Factory Mutual(FM)Approved for use in: • Light Hazard occupancies as defined in the Standard for"Installation of Sprinkler Systems",NFPA 13. • Residential occupancies as defined in the Standard for Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height",NFPA 13R • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured Homes",NFPA 13D, • Underground fire service systems as described in the"Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S.requirements by Underwriters Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by W&A in Residential buildings as defined by NFPA 131)and 13R.The ME&A listing number is 434.88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E..Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in Licht . Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and Flv!Approved for use with Central and/or other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory,C-UL Products Certified for Canada Directory,FM Approval Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R,13D or 24 shall be followed and when applicable,the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A. In accordance with the UL Listing, protection shah'be provided for BlazeMaster CPVC pipe and-fittings. The minimum protectior, shall consist of either one layer of f"thick:gypsum wall board,{"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'sh4xns;�.t pj�eLheriath and Alas ar,one layer of 9mm thick:gypsum wallboard,one layer of 13mm plywood,or a suspend- ed m4brane ceiling wftg]try-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kglmi 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 0.03rr:=,but not exceeding 0.71.m'l 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-combustible barrier from an-i area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damage. Drop in ceiling tiles,as used in suspended cefhngs are specifically considered not to be permanently installed for the purposes of CCs definition. Non-combustible is defined as having a minimum finish fire rating of 15 minutes when tested per ASTM E 119. 4.For an exposed installation: A. In accordance with the UL Listing,131=91%faster CPVC pipe and fittings shall be.installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations,Listed Quick Response pendent sprinllers installed within 8"from the ceiling or Listed Residential sprinklers located in accordance with their Ligting 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 l iste-1 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 Quid:Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazelAaster 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 combustibleconcealed spaces requiring sprinklers,as refer- enced in NFPA 13.However,NRA 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 vrhere sprinkler pipe runs through an attic space that requires sprinklers per NFPA,CPVC piping shall be protected in order to meet the requirements of its UL and C-UL listings.The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings,when installed in.accordance with its UL Listing in air plenums,shall be a minimum horizon- tal distance of 24"from an opening in the ceiling such as ventilation grills. The C-UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions,consult building codes and Authorities Having Jurisdiction in your area.Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources,such as light fixtures,ballasts and steam lines.Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source,the maximum ambient temperature,heat shielding, if any,and proximity of CPUC piping to the above.Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. -10.During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11.Central BlazeMaster pipe and fittings shall not be installed in outdoor applications. 12.The use of BlazeMaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. Central BlazeMasterSpecifications Pipe ' Central Sprinkler BlazeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc.(UL&C-UU,Factory Mutual(FM),l E&A,and the National Sanitation Foundation(NSF- *S.E.)for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438(Schedule 40 dimensions from "to 1 r'")and AS 71 F439 (Schedule 80 dimensions for 2"to 3").Female threaded adapters for sprinl-ler head connect;ons contain brass inserts.Fittings carry the marl: ings of Undenwiters Laboratories Inc.(UL&C-UU),Factory Mutual(FM),ME&A,and National Sanitation.Foundation T;SF-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 Blazeldlaster One-Step CSC-300,CSC400,or CSC-500 Solvent Cements orTwo 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 v dth Central Blazeb4aster products and the use of such non-approved welding agents will void the Manufac-turer's warranty and product Listings/Approvals. . Dimensions for Central BlazeMaster CPVC Pipe Table A•Central BlazeMaster Pipe Dimensions in Inches(Millimeters) Note: Central BlazeMaster pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average OD Average ID Pounds per Feet with AMM442.SDR(Standard '/,' (19.1) 1.050 (26.7) 874 (22.2) 168 Dimension Ratio)is the ratio of the out- 3/4. (25.4) 1.315 (33.4) 1.101 (28.0) .262 side pipe diameter to the wall thickness _ 1 Y" (31.8) 1.660 (42.2) 1.394 (35.6) .418 of the pipe. _ 12; (38.1) 1.900 (48.3) 1.598 (40.6) .548 - (50.8) 2.375 (60.3) 2.003 (50.9) .859 .2W (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 CPVCfittings in Inches. A B C D E F Socket Entrance Socket Bottom Socket Inside Nominal Diameter Diameter Minimum Length Diameter Size Average Average Wall Thickness Minimum Minimum Diameter_ Diameter /' 1.058 1.046 0.719 0.820 0.113 0.141 f 1 k°1 hti 1 1.325 1.310 0.875 1.044 0.133 0.166 84!i:;'. ; A _1%' 1.670 1.655 0.938 1.375 0.140 0.175 1 X. 1.912 1.894 1.094 1.604 0.145 0.181 2' _2.387 2.369 1.500_ 1.933__0.218 027_5_ _ 2!' 2.889 2.868 1.750 2.316 0.276 0.345 3' 3.516 3.492 1.875 2.892 0.300 1 0.375 I Product Ratings and Capabilities Pressure Rating&Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and F14 Approved fora 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 be made according to NFPA Standards. he follo\ring table Z;0v.-s t17e allowance of friction loss for fliiaas,Expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Filling Size(In.) 3:" 1" 1'/" W 2" 2T" 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 are for Central BlazeMaster fittings only. Wher,using other Listed BlazeMaster CPVC 90`ebc nes with Central Sprinkler BlazeMaster products, please consult the fitting man ufactum:'s installation and design manuals. . Thermal Expansion BlazeMaster plastics,like all piping materials,expand and contract with changes in temperature.The coefficient of linear expansions is: 0.0000340 inchlinch/'F. A 25'F change in temperature will cause an expansion of y 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 dfrec- Temp 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. .1rF Thermal Expansion,AL(in.) 20 .04 .08 .12 .16 20 .24 29 .33 37 Al .57 .73 .98 1.31 Where AL=12e1(67) 30 .06 .12 .18 24 .31 .37 .43 .49 .55 .61 .86 1.10 1.47 1.96 40 .08 .16 24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 e=Ex x ns in/in/°F(Coefficient of Linear 50 .10 .20 .31 . At 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=Lenath of Run in Feet• 70 .14 .29 .43 .57 .71 .86 1.00 1.14 129 1.43 2.00 2.57 3A3 4.57 AT=Temperature Change in`F 80 .16 .33 .49 .65 .82 .98 1.14 131 1.47 1.63 228 2.94 3.92 5.22 An example of Thermal Expansion is shown 90 .18 .37 55 73 92 1.10 129 1.47 1.65 1.84 257 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 35T to 85'F?Changes in length due to fittings are insignificant relative to the pipe. AL= 12el(AT) AL= 12(.000034)x 40 x 50 AL=.82 in.or 1X6" Central BlazeMaster 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 9 temperature variations will be encountered(ie;summer to winter extremes). Methods of compensating for thermal expansion are;expansion loops,offsets and change of direction of the pipe run (See Figure G for exam- pies of control methods.) The expansion loops and offset tables are shown belong.H the change in temperature and the maximum working temperature are lower than these used to derive the tables,the numbers will be conser- vative in nature.For example,for a temperature change Table D•Loop Length 1`307 to 100'F)AT=70°F from 60'F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables U and E. R01n• Length of Run(n.) Pipe Avg. 10 20 30 40 50 60 70 80 90 100 120 140 160 For conditions which are not covered in the Loop Length size 0 0' Length of Loop(in.) Tables,use the formulas and examples found in Table H. l; 1.050 11 15 18 21 24 26 28 30 32 33 37 39 42 Note: Table based on Stress and Modulus of ElasticityV 1.315 12 17 20 24 26 29 31 33_35 37 41 44 47_ r 1'/,' 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 �`` at 100"F. 1 S' 1.900 14 2025 26 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=707 2rt' 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 67 72 77 E=3.85 x 10'psi Table E•Loop Length(60T to I20°F)AT=60°F Nom. AvgLength of Run(n.) Note:Table based on Stress and Modulus of Elasticity at 0'D Pipe 10 20 30 40 50 69 70 80 90 109 129 140 160 120T Size ' Lenglh of Loop(in.) -- Refer to Table H. 3.' 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41� AT= 60'F " 1'_ 1.315. 11 18 20 23 26 28 31 33 35 37 40 43 46 S= 1275 psi 1 W 1.660 . 13 18 22 26 29 32 34 37 39 41 45 49 52 E= 3.55 x 101 psi 114' 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(70T to 150T)AT=80T Nom. Length of Run(ft.) Pipe Note: Table based on Stress and Modulus of Elasticity at Size Avg. 10 20 30 40 50 60 711 80 90. 106 120 140 160 150°F 0.0. Length of Loop(in.) Refer to Table H. 'Y 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 tr 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 AT= 80T I W 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 S= 875 psi 1 f4' 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 B3 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 LM Run ofRp change of direction as indicated.Piping supports should restrict lateral movement and shall direct axic movement into the expansion loop. 0' "anger°'oda• The Expansion Loop Formula has.the following com- MIN I s•MIN ponents as shown below: yrs/ � f=Length of Expansion Loop in Inches E=Modulus of Elasticity at 100T(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 100'F(Table H below) Table H•Modulus of Elasticity&Stress vs Temperature Temperature 7 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 ca "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. "S"(psi) Example . How much expansion can be expected in a 240 foot run of 2"Central&azeMaster CPUC pipe installed in 407 given a maximum temperrat•,ire change to 100'F? Additionally,hour long should the expansion loop be to compensate for this expansion? . First,find the temperature change expressed as AT. AT=100T-40°F AT=60'F Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet,two cal- culations will need to be made. Length of run=160 feet with AT=60T From Table C,AL=3.92 in Support and Hanger Recommendations* • �� • _�=M=yam*u" `'' "'� :" :' Some hangers designed for metal pipe are suitable for CPUC pipe. The hanger shall not w have rough or sharp edges which can come in contact with the pipe.Do not use under TO LCA sized hangers.Hangers with sufficient.sizing shall be selected based on pipe size(ie; 1 C .,,.,....--.€a� '��-�-"�.�z,T•:n` hangers for I/"pipe).Pipe hangers must compl f with the appropriate Standard,IdFFP. I:;, ^'��;� �.k -. L;z 13D,or 13R,whichever applies. F' iL' v ' ,». Some local codes may not allow plastic to metal contact.In this case,plastic sleeves or vir ; ;ti ;lk;titt%j fy: .•;I ;:i .:' �;;fi :=;: =_'i electrical tape should be used to isolate the materials.'Strapping pipe overly tight to a stru +� CSC:. CPVC-,':.`.• tural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snub the hanger,but is not inched or crushed in an 9 Y 9 P Y way. - = PLUMBERS TAPE OR I HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR Model No.22(shown) ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco,Inc.and Afcon make three hanger/restraining devices that are available for use wi Central 131azeMaster. 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 �Q..� ` ward.Installation in this manner will prevent upvrard movement of the sprinkler head du ing activation. The Tolco Model No.23,as shown left,or Afcon Model 510 can function as a hanger and a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hex Model No.23(shown) head self-threading screw(furnished with the product)is easily installed using a recharg. able electric drill and a M�"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. HangerlSupport Spacing Table L Support Spacing"L"(ft.)CPVC SDR I3.5 Because Central BlazeMaster pipe is more rigid than other Temp"P Nominal Pipe Size " types of plastic systems,the support spacing shown in Table L 1" IV 174" 2 I 274° 3" shall be adhered to when installing the system. 73' 5% 6 6% 7 8 1 9 10 _ For exposed installations,Listed support devices shall be used which mount the B1azeMaster piping directly to the ceiling or side wall. Vertical Restraint When a sprinkler head activates,c 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 ti Tl� sprinkler drop is from a small diameter pipe. °LC�'. When a sprinkler drop is from ar:",1"or l i;"pipe,the closest hanger should brace the pipe against vertical lift-up.A number of techniques can be used 1 brace the pipe such as a standard band hanger positioning the threaded su port rod to A inch above the pipe or using a split ring or a wrap-around han .� er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. l advisable to use Ifft restraint devices such as the Tolco Model number which prevents the threaded rod from coming in contact with the CPV 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 from a tee or Y inch 4' 3' 1 inch 5' 4• elbow to prevent lift of sprinlr'ers as shown in Tables M and N. 1%inch 6' 5' 174 inch 7' 7' AY inch T 7' 'Local codes have final authority on which types of hanger can be used. Table H•Support Spacing to an End Line Sprinkler Head Drop Elbow rt is Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) Y.inch 9' 6' 1 inch 110' 9• 19 inch 1W 1 1Y inch 2- >1 Y,inch ,>1Y,inch 24 1' Maximum Table M - � A g .(Reference Table M)• (Rel.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 i straint.One support can serve as both. Drop locations --tween supports are acceptable in any location as long as support spacing is in compliance with Table M.Examples of _ ::mere this type of hanging is used include:concrete decks `' a :th rod and ring hangers,"pan decks"on I beams with C- ��• �,' :amps,or concrete anchors,and under wood joists with Support support sz aps or rod hangers.See Figure O. Finished Calling Une Fig.0 Drop Ceiling Installation, Maximum Table M A B f Bar Joist Bar Joist (Reference Table M)' (Ret.TableN)' Any distance --� between supports \ U U-Bolt Finished Ceiling Une Finished Ceiling Une Figure A Side view• Fig.Q e Sprinkler Drop Pipe Adjacent to Truss (Ref.Table M) '—A-► No upward restraint or hanger is required between sprinklers. (Ret.Treble N) When the piping is supported by wood joists or trusses,the structure provides the support,especially _ . ..: .;;....';.. .. ..w.,e^ .4 i`..•rr!bit':}`. •:.'•d. when the joists are close together.The only requirement v.Ith this type of construction is to provide vertical restraint and hangers are not required.When supporting CPUC piping below the deck,and when the supporting members are spaced far apart,it is important to brace for upward restraint per Tables M and N.Drop location 2•-0• A (on center) Finished Ceiling Line between supports are acceptable in any location as long as supporty spacing is in compliance with Tables M and N. Wood From: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 r r F;r FVC pip=or fitting must be supported near a sprin}ier head as snoz"n in Tables P3 cn,.h. j,:Y� • Date... NOR7M °tt"`°;•�"° TOWN OF NORTH ANDOVER VP PERMIT FOR WIRING �,SSAC1IUS� This certifies that ... J ... .. 4� ............................. has permission to perform ( ;/ / wiring in the b ding of�/_ ��!. :!('''. ..j:f/j /, :................. at..�' Ill : ... :./.. ,.Q,North kndover,Mass. Fee.r/3..-� Lic.No. �� (4,........................................................... ELECTRICAL INSPECTOR Check # 4 . Commonwealth olaa setts Official Use Q( Department f sPermit No. Occupancy and Fee CheckedBOARD OF FIRE PREV NLATIONS [Rev. 11/99] leveblankAPPLICATION FOR PERFORM ELECTRICAL WORK All work to be performed in aeirdance with the Massachusetts Electrical Code(MEC),5271C R 12. 0 (PLEASE PRINT IN INK 0RPQA ALL O ATION) Date: 6 City or Town of. r/rpt 4 To the Inspecto o res: By this application the undersigned ives n t' o is or h intent' too perfo the electrical work described below. Location(Street&N her) Owner or Tenant Telephone No. 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 Electrical Work: Installation of Security system Completion of the follosidn table may be waived by the Inspector qf 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 rnd.Above ❑ In- oo Emergency Lighting rnd. ❑ Battery 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 No.of Waste Disposers . Heat Pump Number Tons KW No.of Self-Contained 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 1 No. of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent a - OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of lectrical W rk: If (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under t p in and penalties of perjury,that the information on this application is true and complete. FIRM NAME: LIC.NO.: 15g3C Licensee: John S. Bassett Signature LIC.NO.: 1533C (Ifapplicable,enter"exempt"in the license number line) Bus.Tel.No.: 603 594 5928 Address: r Alt.Tel.No.: 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: $ , ) c Date.... �. .f........ NORT►� `° :• '"� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ��SS�cHUSE� This certifies that ,...,.... � ! /!V. .....f. � .-................ has permission to perform -� . .... Cd.� ......................... wiring in the wilding of. . .•! J `1. ..., r�!�Pt ..... at �.. Ole Vis: Feel!!_��...:�1 Lic.No. d�....... ELECTRICALINSPECTOR Check N / 5490 011icial Use the Commonwealth of Massachuse s Permit No. Department of Fire SOccupanemi,and Fee Checked BOARD OF FIRE PREVENTIO?t R G TIONS . 11/99] APPLICATION FOR PERMIT PERFORM ELECTRICAL WORK An wo&muepaf«�in�m�vte rx at coae t? .sz7 cern t2 00 (PLEASE PRINTWINK OR MEAU B ORMATIOM r Date: g 1 C '(3 L4 City or Town of: To the Inspector of wirrr_ 4'By this application the undersigw4 groes n�ce of his or her mteatron to perform the electrical work described w. Location(Street&Number) 1 Owner or Tenant Telepbone No.91g Owner's Address tyN b K-3 ❑ ( Yes fro, riate Boz) Is this permit In conjunction with a building ? Utility AMLoriratioN Purpose of Building Existing Service Amps Volts OverheadElUndgrd❑ No.of Meters New service Amp Vons Overhead❑ Undgrd lo No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: v + o the table hexed the o Wires. Total No.of Recessed Fi:tuzvs 1 No.of Ce1-Sosp.(Paddle)Fans Tl anosf former's No.of Lighting Outlets KVA No.of Hot Tabs Generatorsve ve KVA No.of Lighting F ttures Swimming Pool �orrRdL ❑ d, ❑ Ba units No.of Receptacle Outs No.of OR Burners ALARMS No.of Zones o.of and No.of Switches No:'of Gas Burners Initis' Devices No.of Air Coad. Tom No.of Alerime g Devic No.of Ranges Tons Heat Pomp N Toes ICVV Det oDevices No.of Waste Disposers Totals: Loaf ❑ MCona�et.Crou❑ Other mArea Heatieg 1I No.of Dishwashers Sp No.of Dryers Hating APpiance KW Se N0.�or leat No.of Wates KW o.of Data whto g: Heaters Ballasts No of Devices or t Telecemmmticatioas Wiring= No.Hydromassage Bathtubs—. No.of Motors Total HP Na.olI Devices or ut OTHER Aoomdi ad (ioaal ddm7+fdaimC ori ra/rired by the ln�elorof erre. INSURANCE COVERAGE: Unless waived by the owner,no perms for the pedes of electrical work may issue unless of ltabrlrty insurance mdadmg"completed operation coverage or its substantial equivalent. The the licensee provides p of same to lite issuing O'ffim t ' undersigned certifies that such coverage is in face,and has er'bibod proof 1 \ y CHECK ONE: INSURANCE BOND ❑ OTMR ❑ ftecify),� ml2 DEC) Estimated Value of Electrical Worms (When zequiriedb9mmcqxd policy) Work to Start btspections to be requested in aocoa*nce with NIEC Rule 10,and upoh completion. I co fy,under thipains of perjurR drat Me iafarma6on� ou�thrs uppFu�'►°R ishueand camplde FIRM NAME. LIG NO.: sigma LIG NO: licensee: C n ��. Bas.Tel.No.- L 4'1 W9o (� Alt.TelNo.- � L) OWNER'S Address:P� 1�� � � `�-'�� normally OWNER'S INSURANCE WAIVER: I am aware that the lac�ee does not have the liabilrty insurance coverage 'required bylaw. By my signature below,I hereby waive this requ irenient. I am the(check one)11 Owner ❑owmes agent. SignatureOwner/Agent Telephone No. PERMIT FEE:$ . gn Oficial Use Permit No- 'a commonwealth of Massachuse Department of Fire Semly Permit and Fee Checked BOARD OF FIRE PREVENTION R GTIONS . 11/99] bk& APPLICATION FOR PERMIT PERFOEC m WORK ARwo&1DbcrQ�in .;m (PLEASE PRINT BV BVK OR TYPEALL BYTORKA7701Vj Oa 17-00 GSty or Town of: � { ��d `� To the blspedor of,If U_ii By this application the undetsi� notice a£his or her intention to perform the electrical work desenited w. Location(Street&Number) \F- -Telephone No.91g owner or Tenant Owner's Address 'y Yes No ❑ ( Appropriate Boz) Is this permit in conjunction with a burTdiog �y Anthori>tiion No. purpose of Building U EA%fing Service Amps / Volts Q Overhead❑ Undgrd❑ No.of Metros New Service a_M Amps / Volts Ones [J Undgrd No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: g ' + table benuived the o IPrrrs Total No.of Recessed Futmes t No.of Cert.-Sasp.(Paddle)Fans ��� KVA No.of Hot Tubs Gesaa�s ICVA No.of Lighting Oudets Aboveo.of Ifi—cy 1. No.of Lighting Fktmrs 5�uming Pod rrML ❑ ❑ Battery uAft No.of Remptadle Outlets NA-of OR Swum I=AI.ABMS No.of Zones o.of and No.of Switches Ne.of Gas Burners Initis' Devices No.of Air Gond- Tobd No.of Alerting Devices No.of Rages T� Beat PimpITOM KW No. echon/°f S�tm wd ices No.of Waste Disposers Totals: No.of Dishwashers Space/Area Heating KW ❑ ❑ Other No.of Dryers Heating A"fianem KWyof evirxs GrEAprivakut N&of Daft No.of Water KW No.of Bagasts Ho of Devices� t Heaters Tde�ommanueafiouns Wirii4g: N(.Hydromassage Bathtubs. No.of Motors Total HP at OTHER: dnrilddaaf&*w4or=.vq, redtrpdehLgm% rofWffm the ower,no permit for the perfarmanoe of electrical work may issue unless INSURANCE COVEZtAGE: Uniess.waived by or its srtbshntial e�gtnvalent. The the lig provides proof of ftability insar�aoe inducting"��operation CoVeEW undersigned certifies that such eov=W is in farce,and has ealu"bated proof^oaf same the e permit issaiog office. g\V _tq CHECK ONE iNS[JRAIdCE (� BOND ❑ mum ❑ ( fY)% ( Date) Estimated Value of Electrical Work (When mpired by Vic') Work to StartInspections to be requested in accordance with MEC Rule 10,and upon completion. I ch,,wenn�pahn�pm ejp r,damn rhe inforavadon/ on�dx&qpffcadm is*we and eowplete. FIRM NAME: C LLL LIc.NO.: Licensee: UC.,NO. t]� Addness:9 e STI t­k6 z -ger 1,(1 fr�� > AR.Td.No.:(f,L'z$ �(�- e s Lj OWNER'S INSURANCE WAIVER I am aware that the licensee dors not have the iiabtuty kanance coverage normally requited by law. By my Signa, below,Ihereby waive ibis=qamement. I am the(check nue)❑owner ❑owner's agenL Owner/Agent Telephone No. PERMIT FEE:$ Signature v TOWN OF NORTH ANDOVER BUM DING IDEPARTMYNT APPLICATION TO CONSTRUCT REP Mm OR DEMOLISH A ONE ORTWO FAMILY DWELLING q� M BUILDING D PERMIT NUMBER: DATE ISSUED: SIGNATURE: Building Commissioner of BuiLding Date z SECTION 1-SITE INFORMATION P� 1.1 Prgxrty Address: Lo of 1.2 A> �and Pacaet Numbs: V ae) ve�ce�. C��a�c l� 1�ea,�1�-1ne,� 5,6d taw ¢ Spccc fie,.wn�� pto.N r s eecoRdej Al Ak clo.x.� ,� kai. o pa�.S � 1.3 Zoning lnformaflion: 3,3 96 s,t 1.4 Dimmaiom Q-3 S, 1.e Q".:!u &S,'ae•.ce t-?, gi'71 ton, a5' zonin Didm —`hWaadUse roc a rrocu 1.6 BUILDING SETBACKS ft Front Yard Side Yazd Rear Yard red Provide Provided 01 Provided 3 1.7 Wear Sgvp y RCLLC.4o. 54) 1.5. F1Wd z=0 hatoaaatian IJ 3MCnW Di5P=1 sYstam Pub& ❑ PfiYW ❑ zow onside Rood taro 0 WWWpat 0 on site Di,"w symm 0 SECTION 2-PROPERTY OV1'NER.SHIP/AUTfl0R=D AGENT M 2.1 Owner of Record kC,,)J1J4L (ZeCL �y �e.0a -S-� /0, A6jQV'rA m'l 6165ts: Name(Print)1� (9-78) -7 Address for Service: �.G A ! /g = 01 Signature Telephone 22 Owner of Record: 0 Name Pratt Address for Service: z M Si re Telephone u SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 r�A(Zk J VEnfC 1 CS oSSy/g Licensed Construction Supervisor License Number 110 �c�tl; S� QOQ o 11 Ad L01 1z/ ,200L/ 'r� X70 s2 E ►� Date .sem„ Signature Telephone 3.2 Rcgisteeed house Improvement Contractor Not AppkAbte 0 Company Name M Registratin Number Address Expiration Dace Si tune Telephone SECTION 4-WORKERS COMPENSATION(KQL C 152 $ 25o(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of tho issuance of the buiklinx Signed affidavit Attached Yes. No..._...0 SECTIONS Descriptimof Pro sed Work dwdcatl New construction A Existing Building 0 Repair(s) 0 Alterations(s) 0 Addition 0 Accessory Bldg. ❑ Demolition 0 Other 0 Specify Brief De=ption of Proposed Work; C<W -vj d 5 SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be Com dod t licant MEMOIR-! £ 1. Building 39 y jO4 (a) Building Pemait Fee Multiplier t 2 Electrical (b) Estimated Total Cost of 9 a�0 Construction 3 Plumb' O Building Permit fee(a)z(e) 4 Mechanical QEAQ 0a, 5 Fire Protection Q b 5 6 Total 1+2+3+4+5 cx' 1 Check Number SECTION 7a OWNER AI MORIZATION TO BE COMMED WAN OWNERS AGENT OR CONTRACTOR APPLES ICOR BUILDING FERMIT as Owner/Authorized Agent of subject property Herebyauthorize to act on My beEtalf,in all matters relative to work authorized by this building permit application. Si tune of Owner Date SECTION 7b OWNEWAUTHORIZED AGENT DECLARATION ), as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and acmi*e,to the best of my knowledge and belief Print Name Si lure of Owner/ cut - Ante NO.OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS l 2 3 RD SPAN DIMENSIONS OF SILLS DIIviENSIONS OF POSTS DB EENSIONS OF GIRDERS .HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE FROM (WED)JAN 21 2004 L,23/ST. 6,18/No. 6802897118 P 4 U Va Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release 1d Data filenamc-K-1Laudani\PcachtrccNHouscD\housed.rck PROJECT TITLE;House"D" 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 DESIGNER/CONTRACTOR: Peachtree Development LLc. COMPLIANCE:Passes Maximum UA—.549 Your Home UA_548 0.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U.Factor LIA Ceiling 1:Flat Ceiling or Scissor Truss 1468 30.0 0.0 51 Ceiling 2:Cathedral Ceiling(no attic) 521 30.0 0.0 l8 Skylight 1-Wood Framc:Double Pane with Low-E 6 0.420 3 Wall l: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 I-Solid 42 0.180 8 Door 2:Glass 62 0.340 21 Floor 1:All-Wood JoistPTwss:Over Unconditioned Space 2457 19.0 0.0 115 Fun)ace 1:Forced Hot Air,80 A>:UE 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 1d (formerly MECehec/ and to comply with the mandatory requirements listed in the RES ehecklnspection 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 specified in Sections 780CMR 1310 and f4.4. FROM (WED)JAN 21 2004 6,�-1/ST. 6:18/No. 6802897118 P 5 0 y � J } Y Ruilder/Des�gner /�'` nate �� a FORM 3 LOT RELEASE The undersigned, being a majority of the Planning Board of the Town of North Andover, Essex County, Massachusetts, hereby certify that: a. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds, Book 7827, Page 143; or registered inLand Registry District as Document No. and noted on Certificate of Title No. in Registration Book , Page ; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled 'Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover Massachusetts" Plan dated October 24,'2002, last revised May 16 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book and said lots are hereby released from the.restrictions as to sale and building specified thereon. Lots designated on said Plan as follows: (Lot Number (s) and street (s)) Lots 1 — 9 and 20.—28 inclusive Peachtree Lane and Lavender Circle b. (To be attested by a Registered Land Surveyor) I hereby certify that lot number (s) Lots I — 9 and 20 — 28 inclusive, on Peachtree Lane and Lavender Circle do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Fanri in North Andover. Massachusetts". Registered Land Surveyor 1 of 2 (K0259982.1) M 0 c. The Town of North Andover, a municipal corporation situated in he County of Essex. Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated 20and/or Covenant dated May 20, 2003 from Bid Kahuna Properties LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7827, Page 143, or registered in Land Registry District as Document No. and noted Certificate of Title No. in Registration Book Page acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated on said plan as follows: Lots 1 —9 and 20—28 inclusive EXECUTED as a sealed instrument this day of Novemb r, 2003. Majority of the r e•t- / Planning Board of the Town of / North Andover �7 COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. November��, 2003 Then personally appeared PX&IrG rr,% -o-nc- the above-named members of the Planning Board of the Town of North Andover, Massachusetts, and acknowledged the foregoing instrument to be the free act and deed of said Planning board, before ire, .),h) i��u'�Icy'. Notary Public y V l My C201­�mission Expires 2 of 2 'K0259882.1` z w. The Commonwealth of MassachCetts u = Department of Industrial Accidents [� Office of Investigations ��- W� Boston, Mass. 02111 Workers'Compensation Insurance Affidavit ��M SV0 NameCL -h4T ✓ Lq, Please Print Name: Location: City Phone # F1I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ® I am an employer providing workers' compensation for my employees working on this job. Company name -QCL(� �'1 ta-e De✓P f dP�of I �-�-L Address Cz Rat* City' y !7�' 1�( D� �i 1 (� Q I u -i Phone# T-7 7 d & Insurance.Co. T1a VP Policy# 6. Ltb )4P6(o4 /4-6 ,�3 Company name- iol t V'a(n,00 lent- Address SuAn N u--� r- City �I�Q�c_ Q 0 Phone#: /� l-66YO Insurance Co. l�er-h' _( u a l Policv# W 01 6--3, IS-3 37 7?6--ca3 Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to$1,500:00 and/or one years'imprisonment-as well as_civil.Renaltiesin-theformof-a_STOP WORK ORDFR_ancla fine of.(.$10.0.DD)-dayagainst.me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains and penalties of per].that the information provided above is true and correct. l Signatures Date if 6"I Print name .l` \ �rl - Fri�o n Phone# Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensino Building Dept ❑Check if immediate response is required Licensing Board Selectman's Office Contact person: Phone#: ❑ Health Department Other 06/16/2003 14:59 1978 17 WILLOWS PAGE 02 NOTICE OF ASSIGNMENT EMPLOYER: PEACHTREE DEVELOPMENT LLC COMBO I.D. STATUS OF EMPLOYER 231 SUTTON ST SUITE 2E-F 000139954 Limited Liability Com NORTH ANDOVER, MA 01845 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. INSURANCE COMPANY: AGENT WILLOWS INS AGCY INC OR 522 CHICKERING RD TRAVELERS INDEMNITY CO PRODUCER: N ANDOVER, MA 01845 MS JACKIE DENNIS P 0 BOX 3556 ORLANDO, FL 32802 (800) 443-4404 AGENCY FEIN:223 856664 CLASSIFICATION OF OPERATION CLASS ESTIMATED RATE ESTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION -------------------------------------- ----- -------------- ---------- ---------- RPENTRY-DETACHED PRIVATE RESIDENCES 5645 $0 10.62 $0 .tPENTRY-DWELLINGS-3 STORIES OR LESS 5651 $0 10.62 $0 EMPLOYERS LIABILITY 100/100/500 9845 LOSS CONSTANT 0032 $50 STANDARD PREMIUM $50 EXPENSE CONSTANT 0900 $122 TERRORISM CHARGE 9740 $0 RISK MINIMUM PREMIUM 0990 $500 ESTIMATED ANNUAL PREMIUM $500 DTA ASSESS, 4.5% OF STANDARD PREM. $17 EST. ANNUAL PREM. PLUS ASSESSMENT $517 INSTALLMENT BASIS: Annual REQUIRED DEPOSIT PREMIUM $517 COMMENTS Coverage effective 12:01 AM on 05/23/03 DATE OF NOTICE: 0 5/24/03 PREPARED BY; Joanne Shea EXT 530 SERVICING CARRIER ASSIGNMENT * * LETTER 1b: 419982 COPY: AGENCY The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street- Boston, MA 02110 (617)439-9030- FAX(517)439-6055 •www.wcribma.org GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUELDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw.The applicant shall provide all of the necessary informationasrequested below. �tac�—E2ee '.Jeye�O,�wl �t�c L.R✓e. e.� C�rzt-�e(4r��a Permit Applicant Property haddress Map/Parcel `178 30 r7-6 67ya ve s Applicant's Phone Number Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw.I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit.Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot,in the.building. permit application and associated attachments,complies with one or more ofthe following sections as indicated by a check mark. . This is an application for a building permit forthe enlargement,restoration or reconstruction of a dwelling in existence as of the effective date ofthis bylaw,provided that no additional residential unit is created. The lot(s)was/were created priorto May 6, 1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals,where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents,where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed,restriction running with the land.For purposes.ofthis section"senior shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density(buildable lots)below the density permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar,mechanism approved bythe planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a onetime exemption from the Planned Growth Rate and Development Scheduling provisions for thepurpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit(all other permits from,all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that year.One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits.Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF.THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE.. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTION WHICH DOES NOT COMPLY,WHETHER DONE TO MY KNOWLEDGE OR z OUNDS REFUS YTHE BUILDING DEPARTMENT TO ISSUE A BUILDING PERMIT. 0 APPLICANTS SIGNA DATE7 y THIS FORM TO BE ATTACHED TO THE BUILDING PERMIT APPLICATION 1 ��ie �a7rz��za�uaealll a�✓T/�ia:sa c�u4rl� 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 ST WOBURN, MA 01801 Administrator • AFFIDAVIT I, SCOTT L. MASSE, attorney for KENNETH W. REA do hereby depose and state: 1. i represent Kenneth W. Rea, owner of a certain parcel of land located on Rea Street, North Andover, MA and more specifically described in a plan of land recorded with the Essex North Registry of Deeds as instrument/plan number 14502. 2. 1 am duly authorized by Kenneth W. Rea to act on his behalf regarding furtherance of tho above stated instrument/plan. 3. Authorization is hereby given that Gerry-Lynn Darcy, and/or Peach Tree Development LLC be allowed to act as the agent for Kenneth W. Rea regarding any and all matters relative to a certain Building permit(s)issued by the Town of North Andover for any lots affiliated with the above stated plan. Signed under the pains and penalties of perjury this 14 day of J e 2003. SCOTT L. MA SE -A dlo tFo co 91 unc 3a ���ti� �,vzcle Building Permit Check List Lot 9 a a Date 1 Building Permit Application completely tilled out a Signed by Construction Super ✓ --- b Signed by Peachtree Represcnative �e(�� c Square footage of house on permit L-- [T2[T2 Form U signed off a DPW(check for sewer tie in) ✓ b Fire Department , , c Planning Department*"' d Conservation(check for wetland bond, where applicable),.-' �3 Gro\wtll Nlanagcnlcnt Form ®'4 Certified Plot Plan -6s built.foundation plan required for construction permit Copy of Construction Supervisor's License D'6 Workman's Comp Affidavit 07 2 Copies of Building plans include a copy of the sprinkler plans Sub ens 614-5 14,21-8- Copy of the contract(if applicable) R9 Copy of the Mascheck (energy audit) al Copy of the Form J F] 11 Check for Permit a Foundation Permit A:l b Building Permit ��� Arnmpva,4 / Recharger 180 / -20' 10' 0' 20' 40' / 7.5' •e / Length 7.5' / // / / / LOCUS ! i Lay Up Length 6.33' Width .366" ®Height Weight 6.33' / / 4 / N.T.S. Recharger 180 - INSTALLATION DETAIL ' / / 9 / / 28 —28d' N� / 1}' CRUSHED STONE VICINITY MAP SCALE: 1" = 500' NOTES: it CRUSHED STONE / p N 1. THE D.E.P. FILE NUMBER FOR THE SITE ca N IS 242-1186 UNIT TYPE: O O / / / / cAPAaTv: tzz CF. –' 2. ROOF LEADERS TO BE EQUIPPED WITH CALCULATIONS BASED ON NOTE STORAGE CAPACITY DOES NOT 35% STONE VOID N.T.S. INCLUDE STONE BELOW CULTEC UNITS _ Lv / S OVERFLOWS AS SHOWN ON SHEET 1 } CRUSHED STONE 11 OF 15 OF THE NOI PLAN SET. � Cj1 � � N 1 ' CULTEC 410 FILTER FABRIC FINISHED GRADE OD , RECOMMENDED, NOT REQUIRED 85x COMPACTED FILL 1 CULTEC RECHARGER 180 X STANDARD DUTY H-10 CHAMBER _ (P (� TO4' PVC INSPECTION PORT FIN. GRADE i 23 J WITHIN 6' OF F.G. + FIILR FAR FT FABRIC 276.0 x5 TOP, SIDES AND BOTTOM PROPOSED PLOT PLAN --- N CHAMBER Al0 LOT 22 - PEACHTREE FARMS � ° - BOTTOM in _ ._.._ FI_ 271.5 � � _I "7_ NORTH ANDOVER, MASS. 6- - 6- STML BASE Prepared For E.S.H.W.T. 0 TYPICAL CROSS SECTION RECHARGER 180 EL. 269.5t= — PEACHTREE DEVELOPMENT, LLC STANDARD H-10 CULTEC CHAMBER SYSTEM / _ P.O. BOX 3039 SCALE = N.T.S. •- "® ` — _ _ � � ANDOVER, MASS. TEST HOLE INFORMATION �� o �:�° — o n TEST DATE: 7/22/03 .� 1 o'� ; H March�onda EXISTING GRADE: 275.5 _ � �11 02 s &Associates,L.P. NO OBS. WATER fT4� A e Engineering and E.S.H.W.T. ® 72 a (269.50) N / F is Planning Consultants 6 ai �. v/ 62 Montvale Avenue TEL(781)436-6121 PERCOLATION RATE: J ,� — AIp N sutei FAK(781)43&9654 O °'* �v stonenam,MAoz130 DATE: AUG. 17, 2003 12" HR @ 58" / / i M Email:engineering@marchionda.com / �O �F 4' Website:www.marchionda.com SCALE: 1" = 20' L Peachtre rA 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, 715 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, 7 � 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 ✓k eloarvazan uea i al./ff-dd-� BOARD OF BUILDING REGULATIONS'; License: CONSTRUCTION SUPERVISOR N u rn b,#t CS 088997 Birthda ;09L091/1969 a Exlsicfes Og%09/200 Tr.no: 88997 tl9 Re' Mr.idWd: MICHAEL V MANNOI�; m 7 SENECA ST G— METHUEN, MA 01,844 Commissioner