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Miscellaneous - 186 AMBERVILLE ROAD 4/30/2018
North Andover Board of Assessors Public Access x NOP71i sawceus� Click Sea] To Retum Search for Parcels Search for Sales Summary Residence Detached Structure Condo Commercial Page 1 of 1 roperty Record Card Parcel ID :2101108.C-0083-0000.0 FY:2013 Community: North Andover SKETCH Click on Sketch to Enlarge PHOTO Click on Photo to Enlarge Ir Location: 186 AMBERVILLE ROAD Owner Name: MALVEY JR., EDWARD, M. MALVEY,RACHEL Owner Address: 186 AMBERVILLE ROAD City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood: 6 - 6 Land Area: 0.27 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 2438 sgft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 514,700 496,400 Building Value: 339,100 320,000 Land Value: 175,600 176,400 Market Land Value: 175,600 Chapter Land Value: http://csc-ma.us/PROPAPP/display.do?linkld=2260184&town=NandoverPubAcc 3/19/2013 T 0 N LLL Q O 0� W J J W Cm G 77 Q V! a ') W U ry, P� 0 0 U Q a) J W U mQCL 2o - a. da C � a) 0 CD N � Q_ ~ O J cri co O O Y U O J m L) co O 77d Q O I I I I 1 i N w O N cc 0 0 0 0 0 Cl) m O O U co 0 a N U M H 22 Ld >� oo i f .« (RV ; f. , , , - Z LO co 7 O� Z �c O> Q vv H LU r- c Y!Z$ayio W O IN dvN OJJ+ Z co Qo ? oo 0 ` LL Z do Cl) C14 ZN tam Q Q� ac LU o ,mm o w 4+ co Or- 4 Z F �O r gam{}[ A 7 W ID' � 14 m 1MF I M I O :p � cf' �'dr•.ib �� I '�' � 4 cc m co C O � I Z 1 0 �CIDcl I `T . IMq i N iL:3>> Q �9�.a ms��Li V t0 LL ntc rnl U'; 0,0,V " 0) QdCo 'LL m of 2,05 Q � 0 m N _ N -, .. Z vw ooo a o fi, 0) "T eh o 0 0 o <T cio o t s is �> T T� .N Nf0 U� T! 4�.. N .W 'N a0 m Mja) p _` I -F }N.LL -ti m O cQsQ �Qi '� _� `Ino" oFp LL h W Z LL ���Q�C. i i'D W ���I�LLI } --•a IU.o N O �-CiO !A NSE .0�0� o W G1 O I (� eL 7) i< 'o 'W e•1 Z 13 i �o0 O to Lin kc 0 co 4NT T •�2 �� o N� Q y m 1L {~L m ii V •� m g u�i v .cn r W N OI• •+Ul LL d LL OESL iL 3Li�tlj,Ul" C O V:O 0100) 0110 1.co d'�cY eC)- M 1=6 N Y. N mm,O,C�,C9'� 4 p OI�iN eSJCO;= ;N. N.."". S m O O CoILLYWM,MQ N I N i IWm+ 1 U N�0 Q U lai�O'T;'} r ''.. a?�00a",�a1 — �'i Ca T � CID {�rpl-0 ~�� = U yah@ °oiX v W w o m,o3,E� � ��rm- 6n,w2LL 0 Y 6n,D2 O N cc 0 0 0 0 0 Cl) m O O U co 0 a N U M ,AORTH 4, 0 SAC14US Date .(T.-. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that.... 1.�. �.. . o. .............. has permission to perform ... L' ........................... . plumbing in the buildings of ....................... . at. ....... North Andover Mass. F,ee. d-) .... Lic. . ....... ... - YUMBING INSPECTOR Check # A 70 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER;. MASSACHUSETTS - Date - Building Location Owners Name " vis Permit # �� Amount 1 Type of Occupancy New Renovation Q Replacement ❑ Plans Submitted Yes E No FIXTURES fV (Print or type) Check one: Certificate Installing yName Corp• Address Partner. r 717 T777 Business T h e g� � � �� _ Firm/Co. Name of Licensed Phunbec Insurance Coveraee: Indicate type insurance coverage by checking the appropriate box: Liability insurance policy other type of indemnity Bond Insurance Waiver: L the undersigned, have been made aware that the licensee of this, application does not have any one of the above three insurance Ignature Owner Q Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are tum and accurate to the best of my knowledge and that all plumbing work ed under Permit Issued for this application will be in compliance with all pertinent provisions of the M S lumbing Code and Chapter 142 of the General Laws. BY I 01 LIcIMSCaum Type of Plumbing License Title . City/Town Icense NumDer Master Journeyman APPROVED (OFFICE USE ONLY Location No. a Date NORTiy TOWN OF NORTH ANDOVER .O0� AV A 0 - Certificate of Occupancy $ '�s'"'°'Eta'• Building/Frame Permit Fee $ 3c{70 r JACMUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 y� r Check # 17123 (6 Building Inspector 10;1h AM MARCHIONDA&ASSOCIATES 781 438 9654 1-1.01 AMBERVILLE ROAD•. 71.80' S27 -44'35"E \ `Lp- .240.3274'2'�3 s 0R-375.0' oj L-7.02' R-325.00' 20.2' 98.88, Jc 'cera) TF{IS Pl AN IS INTENDED FOR ZONING PU;,POSE`.; ONLY. IT WAS PREPARED h2OM EXISTING PLANS AND RECORDS vviTH THE STRUCTURES SHOWN LOCATED PY AN INSTRUMENT SURVEY. THIS PLAN IOULD NOT BE USED FOR PROPERTY LINT= DETERMINATION. 16.2 EX. FOUNDATION TOP ELt-170.58 N g I N v LOT 72A 3' 11858 S,F. 0.27 Ac. SSS O�o� E ,ael� 527'35 45 E `I WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED AS SHOWN. THE STRUCTURE SHOWN CONFORMS TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING TO THE F.E_M.A./H.U.D. FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 250098 0015 C DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. 111���11� CERTIFIED FOUNDATION PLAN FCHST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. RTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS REPARED FOR 62 MONTVALE AVE_ SUITE I t _7 HOMES C,F NEW ENGLAND, LLC STONEHAM, MA, 02180 1URVIKE ROAD SUITE 2001 (781) 438-6121 1 Gi OUVH, MASSACHUSETTS 01772 SCALE; 1 =30 DATE: 3/12/04 Date. .-� - ,).Cf- .C? c/ has permission to perform .. N .V- w.. ". ................ plumbing in the buildings of at ...k w. )off.. !� 6 .. w1. �" ! �. (e-... , North Andover, Mass. < Fee.. 5 Q. Lie. Nol.l�.i� �. .�t.�z.I !.(.,�.' .�.� -... . PLUMBING INSPECTOR Check N 5c/6�-) TOWN OF NORTH ANDOVER 0 4L + p PERMIT FOR PLUMBING ,SSACMUSE� This certifies that .,S �?.?. 1'. ! P. r .... � �. �''.�1 �- `�....... . has permission to perform .. N .V- w.. ". ................ plumbing in the buildings of at ...k w. )off.. !� 6 .. w1. �" ! �. (e-... , North Andover, Mass. < Fee.. 5 Q. Lie. Nol.l�.i� �. .�t.�z.I !.(.,�.' .�.� -... . PLUMBING INSPECTOR Check N 5c/6�-) MASSACHUSETTS UNIFORM (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Lo '47#7 New 131100,— Renovation E Replacement N FIXTURES TION FOR PERMIT TO DO PLUMBIN ¢ Date 3 .a? 6,09 jAmount S (? a Plans Submitted YesNo ❑ (Print or type) F Check one: �l Certificate Installing CompanyName f rp Address /" � C/� DeG lZ the 0i G,- a Partner. Business Te ephone —11 Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type 001surance coverage by checking the appropriate box: Liability insurance policy 13 Other type of indemnity D Bond Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner D Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations perfo nde ermit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts St od a'nd Chapter 142 of the General Laws. t By: Signature o icense um er y e of lumbin License A40Title /�� City/Town License INUM0, Master Journeyman ❑ APPROVED (OFFICE USE ONLY s E m m m m YI m N mm CA 10 CD� Z C o 01 r- im CL aco loo .oMq CD o® CL Cr CCD O �o o � cQ CD CD 0 -t CO) d 0 CA C 0 c CA d CDn �F CD r, CDH Q CD 0 CD Ici -J < C ?� G _. 0 Sco OQ ti a E ® 7� m C3 O H��n CM, Z � pl of y rri =m O m y O CO2O ».� C CD C4 .�-► %0 O' 0 ;;- . j - d d o W m m H '` C C7� C CL j� t ...y s s o cow ca3-1 y C :' 0 y �y� ;$.0 � D ��0 m -1a S s CO) A :ik• % CL � eo cn cn to G ptz ;n p o °�' w o Cti o �' on n r•,o o °' �o�n o ^• O d of omx I �* 4c i!,v I� O O U d 1 ' Location ���7a 186 Aar Lvtulll, No. Date NORTIy TOWN OF NORTH ANDOVER •..' _ FAO ` Certificate Occupancy of $ E s►cNue Building/Frame Permit Fee $ Foundation Permit Fee $ _L Other Permit Fee $ TOTAL $ et Check # 17075 _ _ Building Inspector Date.... .../ HOR7/, TOWN OF NORTH ANDOVER 00 #11 PERMIT FOR WIRING # oma+ •�•" • �,SSACHUSE� This certifies that .... Mi,,.M.Q.S....t; ......6! &......................................., has permission to perform ........r ....... p �m................................ wiring in the building of ....... .... (!?!......... .......................... at ... !x...'/Y! �r%!%if� ....... ... , North Andove , aSe Fees �..... Lic. No. x..16..... ,�c-4.. .. ,. LECTRICALINSPECTOR Check # ©t '4 5j5� . o[rt�Ti:o The Commonwealth of l�IassQchusetts % Department of Public Safety P•rs ' to. /jr 3c[upae[y S FChecked BOARD OF FIRE PREVENTION REGULATIONS S27 CZAR 12W 3/90 Al..,,,,et,.k) ' APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed In accordance with the Ma"chuseru Eleeulcal Code'. 577/CMR 11:00 (PLF-II PUNT IH 7HK OR TYPE ALL INrORNATION) Date / 0 L}. -- 9 7, -- City _City or Town of -1A 1� � g�^�� Tc the Inspector of Wires: T_ The undersigned applies for a peraLt to perform the electrical work describtd below. Location ,street la Huml�be��r) g M-+� "� ,2�"` �'� 4 0—% -1 �i." "1t 2 Owner or Servantc�.VV%1 .`%.��r- Owner's Address r �`� aIII(eh j 8' Is this permit in conjunction with a Luilding permit: Yes No ❑ (Check Appropriate Box) Purpose of Building_ �� �i 1 �.�JOUtility Authorization No. Z 6 \ O Existing Service Amps_ _ i�Volts Ove; head ❑ Undgrd ❑ No. of Meters +— New Service.. n Amps / /`�i, Volts Overhead ❑ Undgrd No. of Y,eters j Numlker of 'Feeders and Ampmcity -X Location and Nature of Proposed Electrical Work j, `1h� r No. of Lighting Outlets No. of Lighting Fixtures No. of Receptacle Outlets No. of Switch Outlets No. of Ranges No. of Disposals No. of Dishwashers No. of Dryers No. of Water Heaters KW No. Hydro Massage Tubs OTHER: No. of Hot Tubs No. of Transformers Total KVA Swimming Pool noove(� in- ___�_ grnd.1.!grnd. Generators YVA No. of Oil Burners No. of Emergency Lighting lBattery Units No. of Gas Burners No. of Air Cond. Total _ cons No. of punts Total Tota Space/Area Heating KW Heating Devices KW No, of"- Sitt�ns Ballasts No. of Motors Total 11p FIRE ALARMS No. of Zoneo No. of Detection and Initiating Devices No. of Sounding Devires No. of Self Contained Detection/Sounding Devices LocaltL_... f""l 1 lfunicipal Connection0 Other Lbw Voltage INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts Genera, Laws I have. a current Liabilitx Insurance I'ca).icy including Completed Operations Coverage or its substantial equivalent. YESI( NO [J I have submittw_d valid proof of same to this office. YES(K NO If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE LA BOND [] OTHER ❑ (Please Specify) _ Estimated Value of Electrical Work Sj "� (Expiration- DateT La 11 Work to Start Inspection Date Required:Rough_ Final Signed under the penalties of perjury: FIRM NAME LIC. N0.i i Licensee i 1 Signature _ LIC. N0. Address —? -Cy Lqr�l Bus. Tel. No. � r � '- Y -- Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware [hat the License�Lo2�eno!.hayee the insurance coverage or its sub- stantial equivalent as required by Plassar.},ti1sQtts Cencre d that my signature on this permit application waives this requirement.. Owne- Agent ase check one) T-l� ,linne 17n. PEPtIIT FEE S � :�. �5 w TOWN OF NORTH ANDOVER BUILDING DEPARTMENT B -M -DING PERIvEr NUMBER ,ISM �StcilvaTuRE_ Buiung CammissianerlIns for of Buildings Date SEcT-ION 1- SITE 01MATIUN i -t Property 1.2 Assessors Map and Parcel Numbw I.C.A 0 9 C, 1-183 Mup Number FarcclNumbcr 1.3 -70fdag laf=ud-: 1.4 ProptAy Diu=skns: gj Ie I -LiAcsiC- k (OD o0- Freta S Yard Side Yard Rear Yard RearFrout Rcquired Provide 'Led Provided IL-Quirod. Provided -1 ------ I- 3W 314- IT, - iS. Systaa 1_ -IW.= NLC I-C.4a. 54) On Site Deposal Spmw 0 Pavlic SECTION 2 - kROPERTY OWNERSMIAUTHORIZED AGMT 2.1 Owserof Record Neo CLLC a!4 r. WOO" -9id6ro Name Wrilk) Address for Service : 77 Sigaalure Talephwe 2.2 ovvner of Record: & Address for Service: Sl Tolghona jSL'CTj<0)N 3 - CONSTRUCTION SERVICES 3.1 Licoased Construction Superwi".- Not Applicable 0, &'a -) --7 ? I Iacet-siansrrucfiaa Supavisw. - - License Number A/ Al 6 Expiration Date 3.2 Registered Home improvemcat Contractor Not Applicabla 0 ti C Name Registration Number did, S Exp"dou Date Telephone ,LM M J, 0 z WORKERS COhWENS-4:11ON miG.L c 1s2 s 2!sem \Vod-.crs Cowpewairion lusurance affidavii must be complewd and submitted with this application. Failure to pro" this affidavit will mull is The dcnizil of the ISS!!!uCCdIhe buadilip penna. ,land affidai-aAttached Ycs ...... Ar No .......❑0 SECTION Descri dlou of Proposed Work (calkwe& all a9UMW - News Construction Existing Building U Repair(s) 0 0 1 Addition 0 :3cct:�son Bldg. d Demolition 0 oilier Cl Specify Brlial'Das,a-iption ol-Proposed Work: SECTION ESTIKATF D CONSTRUCTION COSTS 111al EsLiniaied Cost (Dollar) to be Compleied by permit applicanc Q-FFICJAL.M, ONLY i. lhil&ioLI 3 't 01 (a) Building Peqdt Fee Multiplier 7 Elecuical t (b) Estimated Total Cost of Construction c), numbing 013 0 Building Permit fee x (b) 4 IvItclmical {HVAC) Q C> 5 Fire Protecdxi 6 Total (1+22+3+4+5) Check Number SECTION 7s OWNER AIJTIIORL*Z.ATION TO BE COMPLETED WHEN OININEIZS ;GENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authwized Agent of subject property lkld).\ atallarize- TO act on TN&} bdLilf In all millers relative To Nvork authorized by this building permit application. Signalure of Date SECTION 7b OWARIAUTHORIUD AGENT DECLARATION as Owiw]Auffiorized Agent of subject property Hereb\ &-Ciae that ale �Llhemears and infonnaTion on die foregoin,,) applicaTion are true and accurate, to the best of my knowledgc and bedicf Pi" Name O Siatlakiue of i)\\zlari A_21 Date wool - 146. ar STORMS Sri 'I 13ASEI\J Yff Y OR -Sl-iO G -S ic /j, C/V+ Siff: OFFLOOR "MNIBEPS PY TI 2!��L 3'uj M&N-SIONS OF SILLS ay(o DMIENSIONS 01: POSTS �i x 91ONS 01: GIRDERS .1-4 3 P karvN HEIGIrfOFFOUNDATION -24, /of/ THICKNESS 16" SIZE 01- FOOTING d'X(K' jjk ce'i :R' x i&" L'i IS BUILI)lNG ON SOLID OR FILLED LAND 5 a1; d IS 13U.11-1)11\16 CONNECTED TO NATURAL GAS LINE FORM - U - LOT RELEASE FORM NSTRUCTIONS: This form is used to verify that all -necessary approval / permits from Burris and Departments. having, jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable. requirements. .............r....r....a.....r.rar....rrrrrarr\.r....t.................. carr APPLIC.�NT 10cJITe-16mes c-lAlgal % LDCs PHGNE jj'?_7,f 7_v0a ASSESSORS tMAP NUMBER 16S C LOT NUMBER. (51 SUBDLVISION lg_'re5fVie1v LOTNUMBER. STREET Avn e r ref//e Gam% STREET' NUMBER /,f6 ............................... -...................... a...... rrrt •.. ol�USE ONLY ,..•.........a.. rraatt.............................. ..A ...... .aa!■r\lA.t\\!�■ RECO IMENDATIONS OF TOWN AGENTS . r f rr a i r! �! a a a a Y a■. ar f.. ! r r. r r r r! r IC \\ r r a t r t!! r. r r r 11 \ a II . r.\ s r • s a! r a a! a a w L DATE APPROVED a` l % O 0 SE V.,ITIOIV �ID,11I IS OR DATE REJECTED DATE RE ECTED CON41bIF 47E DATE APPROVED FaM INSP. - DATE REJECTED SEPTIC INSPECTOR - HEADATEAPPROVED " DATE REJECTED COi��fi�tEFrTS . PUBLIC SNOR 3-SEWERI WATER DATE REJECTED C ON&fE1M RECAVED BY BUILDING INSPECTOR DATE a d N aER Vk � x �E Lo 1 166 i 1 i 1 J OF SOT -166.5 m f 0 / it / o 11 69k8 ' /� / FD 164x7 h s1,� 17, 66 19' eF� X6`3 r 16 0 7.8 / 7 0 69x0 1 170x5 LOT 72A 11,88-- L PULTE HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD CHANGES TO THIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS rya, Ulm MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO. EXPEDITE THE CONSTRUCTION OF THE walmr, PROPOSED SITE PLAN LOT 72A FOREST VIEW ESTATES_ MARCHIONDA & ASSOC.,L.P, NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR SUITE I PULTE HOME CORP. OF NEW ENGLAND 62 ON AVE STONEHAM. AMA. 022180180 257 TURNPIKE ROAD - SUITE 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=20' DATE: 11/13/03 Forest View Estates Drawing Date:12/17/03 12/17/03 11:39 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #72 - 186 Amberville Road N. Andover, MA Drawing Date: 12/17/03 Contractor: Superior Plumbing, Inc. 8 Sanderson Ave Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Reviewing Authorities:Fire Department SYSTEM DESIGN Remote Area Number: 1 Telephone:781-461-1541 Occupancy:Residential Code:NFPA Hazard:13D System Type:WET Pump Data Date of Test Rated Area of Sprinkler Operation Static Pressure sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:VIC Model:V2718 Area per Sprinkler 190 sq ftl Orifice:1/2 K -Factor: 3.50 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 119.0 psi Required: 59.2 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test Rated Capacity Static Pressure 100.0 psi I Rated Pressure Residual Pres 78.0 psi I Elevation At a Flow of 1540 gpm I Make: Elevation 0" I Model: Tank or Reservoir 0 gpm I Capacity 0 gal 0.0 psi I Elevation 0 0 Well Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons Notes: One head Calculation .tForest View Estates Drawing Date:12/17/03 12/17/03 11:39 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 19 41.1 psi 1 11-�" x 11-4" CPVC Reducer 2' 120 1.610 19 0.0 1 Pipe 11,�" 40x25 CSC 0' 120 1.610 19 0.0 0 11W" Thrd 90 Ell CI 0' 120 1.610 19 0.0 1 11W" Thrd 90 Ell CI 4' 120 1.610 19 0.1 Elevation Change 7'0" 3.0 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1.610 19 0.0 1 11,�" Fingd Back Flow Valve Watts "70 0' 0 1.610 19 0.0 1 11W" Thrd Gate Valve Kennedy 0' 120 1.610 19 0.0 1 11�" Thrd 90 Ell CI 4' 120 1.610 19 0.1 Fixed Flow Flow Loss 100 gpm 1 Pipe 1;.�" PVx15 CSC 50' 150 1.602 119 14.8 Hydr Ref Rl Required at Source 119 59.2 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 119 gpm 99.8 psi SAFETY PRESSURE 40.6 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 59.2 psi This is a safety margin of 40.6 psi or 41 % of Supply Maximum Water Velocity is 6.4 fps Forest View Estates Drawing Date:12/17/03 LEGEND 12/17/03 11:39 HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths r s Forest View Estates Drawing Date:12/17/03 12/17/03 11:39 REMOTE AREA #1 0 0 10'3" 4.0 fps 35.2 1.400" PAGE 1 FLOW 610" # OF LENGTH 19.0 150 PV PRESSURE 0 BRANCH LINE (GPM) PIPE FITS FEET 0 SUMMARY TO HEAD 35.5 1.400" 1 0 12'0" 0.019 0.8 19.0 150 PV HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO -W (PRIMARY PATH) HEAD 1 19.0 1" 2 0 10'11" 6.4 fps 29.5 29.5 29.5 0.10 gpm/sq ft 1.109" 1 0 910" 0.090 1.8 0.0 0.0 K= 3.50 19.0 120 PV 0 19'11" 910" 3.9 29.5 29.5 REF B1 1;1" 0 0 10'3" 4.0 fps 35.2 1.400" 1 0 610" 0.019 0.3 19.0 150 PV 0 16'3" 0" 0.0 REF A5 1;4" 2 0 3112" 4.0 fps 35.5 1.400" 1 0 12'0" 0.019 0.8 19.0 150 PV 0 4312" 11'0" 4.8 REF W 19.0 gpm PATH 1 K= 2.96 41.1 psi EE Q a 0_ tom x°00 T 0 a O U) 0 2 �O _ E.- CL U) 0 m 0- N m cc _Nmcc Lo T �y O L N .. N 3 oCL cr(n d�oc� X CL a) _ 'N 'w E a aam 00o v 0�� T LO L N W y O W L J V) 4. N O O 5 -0 - ca (C (y0 d p LL co O O (D a) O M E a T w (p co 3O i N � a > N0 (D -0 O 0 Q E o`oo a) )LiJZx j O Ln 0 Ln It 0 0 It E Q O M 3 0 0 M O Ln N 0 0 N LL av�— Forest View Estates Drawing Date:12/17/03 12/17/03 11:40 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #72 - 186 Amberville Road N. Andover, MA Drawing Date: 12/17/03 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone:781-461-1541 8 Sanderson Ave Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard:13D System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:VlC Model:V2718 Area per Sprinkler 185 sq fti Orifice:1/2 K -Factor: 3.50 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 137.1 psi Required: 65.8 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78.0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons Notes: Two Head Calculation Forest View Estates Drawing Date:12/17/03 12/17/03 11:40 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 37 42.7 psi 1 11-�" x 1�V" CPVC Reducer 2' 120 1.610 37 0.1 1 Pipe 11-�" 40x25 CSC 0' 120 1.610 37 0.0 0 11-�" Thrd 90 Ell CI 0' 120 1.610 37 0.0 1 1'-�" Thrd 90 Ell CI 4' 120 1.610 37 0.3 Elevation Change 7'0" 3.0 1 1'-1" Thrd Globe Valve CSC "F15" 0' 0 1.610 37 0.0 1 11-�" Fingd Back Flow Valve Watts "70 0' 0 1.610 37 0.0 1 11-�" Thrd Gate Valve Kennedy 0' 120 1.610 37 0.0 1 11�" Thrd 90 Ell CI 4' 120 1.610 37 0.3 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" PVx15 CSC 50' 150 1.602 137 19.3 Hydr Ref Rl Required at Source 137 65.8 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 137 gpm 99.7 psi SAFETY PRESSURE 34.0 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 65.8 psi This is a safety margin of 34.0 psi or 34 % of Supply Maximum Water Velocity is 7.8 fps Forest View Estates Drawing Date:12/17/03 12/17/03 11:40 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:12/17/03 12/17/03 11:40 REMOTE AREA #2 PAGE 1 FLOW 18.5 # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD 1.109" 2 0 12'0" 0.086 HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) 3.9 fps HEAD 2 18.5 1" 1 0 1215" 6.2 fps 27.9 27.9 27.9 0.10 gpm/sq ft 1.109" 2 0 12'0" 0.086 2.1 0.0 0.0 K= 3.50 18.5 120 PV 0 24'5" 910" 3.9 27.9 27.9 REF Al 1 4, 0 0 115" 3.9 fps 33.9 1.400" 0 0 0" 0.018 0.0 18.5 150 PV 0 115" 0" 0.0 REF A2 1114" 0 0 719" 3.9 fps 34.0 1.400" 1 0 610" 0.018 0.3 18.5 150 PV 0 13'9" 0" 0.0 REF A3 1''4" 0 0 312" 3.9 fps 34.2 1.400" 0 0 0" 0.018 0.1 18.5 150 PV 0 312" 0" 0.0 REF A4 18.6 11-4" 1 0 314" 7.8 fps 34.3 34.3 PATH 2 1.400" 1 0 9'0" 0.066 0.8 0.4 K= 3.20 37.1 150 PV 0 12'4" 0" 0.0 33.9 REF A5 1�-4" 2 0 3112" 7.8 fps 35.1 1.400" 1 0 12'0" 0.066 2.9 37.1 150 PV 0 43'2" 1110" 4.8 REF W 37.1 gpm PATH 1 K= 5.68 42.7 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO A4 HEAD 3 18.6 1" 2 0 10'2" 6.2 fps 28.3 28.3 28.3 0.10 gpm/sq ft 1.109" 1 0 910" 0.087 1.7 0.0 0.0 K= 3.50 18.6 120 PV 0 1912" 910" 3.9 28.3 28.3 REF A4 18.6 gpm PATH 2 K= 3.20 33.9 psi N w V 0 L V oo.LO im cxiTL R V O L Q 000 EE G1 Q Q V O O) m coo O 3 r 0 E.- V1 Q 0 Q D) n. co ti o co _E '� Q Q O. O) O O O o c6 O I- r� O LO L N N � C y O to L J U � a U a:3 O 4)yS a— �am�a� OfLL0 0 N O coo � N � r r acn— E CL rn 3 0 _ rL Lr•. C Ljr. a a � a Q. M Q 7 0 0 co O U7 N 0 0 N O LO � O Q 0) O N O coo � N � r r acn— E CL rn 3 0 _ rL Forest View Estates Drawing Date:12/17/03 12/17/03 11:41 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #72 - 186 Amberville Road N. Andover, MA Drawing Date: 12/17/03 Contractor: Superior Plumbing, Inc. 8 Sanderson Ave Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Reviewing Authorities:Fire Department SYSTEM DESIGN Remote Area Number: 3 Telephone:781-461-1541 Occupancy:Residential Ccde:NFPA Hazard:13D System Type:WET Pump Data I Tank or Reservoir Date of Test Area of Sprinkler Operation Capacity 0 gpm sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:VIC Model:V3610 Area per Sprinkler 191 sq ftl Orifice:1/2 K -Factor: 5.60 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm I 0" I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.5 psi Required: 76.6 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78.0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons Notes: Garage Head Calculation Forest View Estates Drawing Date:12/17/03 12/17/03 11:41 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 45.6 psi 1 11�" x 11,4" CPVC Reducer 2' 120 1.610 62 0.4 1 Pipe 1'-j" 40x25 CSC 0' 120 1.610 62 0.0 0 11,o�" Thrd 90 Ell CI 0' 120 1.610 62 0.0 1 11-1" Thrd 90 Ell CI 4' 120 1.610 62 0.7 Elevation Change 7'0" 3.0 1 11,�" Thrd Globe Valve CSC "F15" 0' 0 1.610 62 0.0 1 1'-1" Fingd Back Flow Valve Watts "70 0' 0 1.610 62 0.0 1 11�" Thrd Gate Valve Kennedy 0' 120 1.610 62 0.0 1 11,2" Thrd 90 Ell CI 4' 120 1.610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-2" PVxl5 CSC 50' 150 1.602 162 26.1 Hydr Ref R1 Required at Source 162 76.6 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 23.0 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 76.6 psi This is a safety margin of 23.0 psi or 23 % of Supply Maximum Water Velocity is 13.0 fps Forest View Estates Drawing Date:12/17/03 12/17/03 11:41 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Fn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths forest View Estates REMOTE AREA #3 Drawing Date:12/17/03 12/17/03 11:41 PAGE 1 FLOW 30.9 # OF LENGTH 3'2" PRESSURE BRANCH LINE (GPM) PIPE FITS FEET 1.400" SUMMARY TO HEAD 150 PV 0" 0.169 0.5 0.0 K= 5.55 61.5 150 PV HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV 1 ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Fin Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) 150 PV 0 1214" 0" 0.0 REF A5 1;14" 2 0 HEAD 4 30.7 1144" 0 0 1'1" 6.5 fps 30.0 30.0 30.0 0.16 gpm/sq ft 1.400" 1 0 610" 0.047 0.3 0.0 0.0 K= 5.60 30.7 150 PV 4312" 0 7'1" 0" 0.0 30.0 30.0 gpm PATH 1 K= 9.11 45.6 psi REF A2 1144" 0 0 719" 6.5 fps 30.3 1.400" 1 0 610" 0.047 0.6 30.7 150 PV 0 1319" 0" 0.0 REF A3 30.9 1;4" 0 0 3'2" 30.4 30.4 30.4 13.0 fps 31.0 31.0 PATH 2 310" 1.400" 0 0 150 PV 0" 0.169 0.5 0.0 K= 5.55 61.5 150 PV 0 312" 0" 0.0 31.0 REF A4 0 1'14" 1 0 3'4" 1.400" 13.0 fps 31.5 6'0" 0.047 0.4 1.400" 1 0 910" 814" 0.169 2.1 61.5 150 PV 0 1214" 0" 0.0 REF A5 1;14" 2 0 31'2" 13.0 fps 33.6 1.400" 1 0 1210" 0.169 7.3 61.5 150 PV 0 4312" 11'0" 4.8 REF W 61.5 gpm PATH 1 K= 9.11 45.6 psi PATH 2 FROM HYDRAULIC REFERENCE 5 TO A3 HEAD 5 30.9 1;411 1 0 1'1" 6.5 fps 30.4 30.4 30.4 0.16 gpm/sq ft 1.400" 0 0 310" 0.047 0.2 0.0 0.0 K= 5.60 30.9 150 PV 0 4'1" 0" 0.0 30.4 30.4 REF C1 1144" 0 0 214" 6.5 fps 30.6 1.400" 1 0 6'0" 0.047 0.4 30.9 150 PV 0 814" 0" 0.0 REF A3 30.9 gpm PATH 2 K= 5.55 31.0 psi V .a O r pL. ELw R C V O L- O. >O 0WH00 EE d an tmrn O O 3 O a O V) O 2 �0 _ E.- v, a N a 0 n. c0 N O � O ` N N .. N N i :3 LL A c Co � CL (n _E a aam 000 C) � LO Lo L CD co TF L O � O � L J a. IL n. o� w.L3� c a c o m o co LLo 0 O N N N N � yQQM w0co c N O r iN p O cn cn o -0)ci -OJ Z� a. co 0 0 LO O LO m r Q O a LO 3 co O E 0 0 M O lA a fl. 7 N O L a 0 0 0 0 0 0 co w o a. co 0 0 LO O LO m r Q O a LO 3 co O E 0 0 M O lA Management Bylaw Exemption Statement iat KQrUl'Anid4ver Building Department On "-VAZ tha aua4ing 04paaxnwat in their distarmination of exemptions under secs B.T,e of the of *arta Aa4-- QQ-a wanaQvmant Bylaw. Tho Wil;iln? applicant Shall Rwywd -ah, or the naca4sary Information rt'a of Apiaticwc on 54d4ling Permit (below.) Addrez; at PropeT W.Permit (Celow) iiind Arposieft ppfi=ticiri (check below)—"*— r tact Qf Rik TWQ Family Single- FaMily 7app_jWaat fqr J* above prolawry attest that the aaactwd building pen -nit ;or wnicn this i'wml za =mf9y with1he E<ZVPTLQN ;itction IL7.5 of the North Andover Growth MQX49*TWAt. UW WMWAtgnd pmvidinj this [crm doeis not absolve me or any parry to M permit '. QbWaing Wior permits required . he. mit, 11va mquavmanim Qt _priot* to the 1444sit[Cw at t Suilding Per F1=1--adw4aw nd my Interpretation ofthe CEMPTION status is subjea to review by Me Suitding 41C,tw Q'4P&UUWU An -d is QWY officakiy *=opt" when the Suildng permit is, Issued. 4.74 QfM4t NQCM AndQW11C QCQWth 9YI&W the 4OV4 Wt and the work as applied for on the in th* "i4jang permit Applic&d4o and auQciated allchmnts, complies WM ane or more of the vwiQueo by a check MWk_ Tjhwt it.,uj spilt =aa for a Ouil" pain -A for the ania(SOMOnt. M4tQratiQn,Vr MCOWNClign of a dwelling in LzWAMM 44 -at the *am=" Q" of 014 4y4aw. provided ft4 no 34didanal I&SIden4fil Unit4s acautd. "rift,k4al VIVHWVOA* =%AWO prior to May 6. ISS4 are 4YAMPt frets the PrOViSiOng Of this SAdOn S -T Of the Zoning Thin a pticrutn is LQC aweakli walla for JQW jfiWqr Mgggrate in"ma families Cr Individwais, whore all of the Z-QUalu QtAJAC.<ars Mat anter low4aam QW0111no *units far leniqr residents, Wh4tre.incupancy of the WAU is iu=iawa v snaigC perA= through a Wwaly "ar-Wied and Mr*Qr444 44V4 144#wQn runnier with the Wric Aar of 14QkQA *24fliae XMW M4" ltxaQrA aytt the at* of 46. *04GA"a is it W at a 44vaigpMeot PrQj 4C which voluntarily aQreea W a MinjMUM 4Q% peffnqrMilt towtdaota latae, tiaiais Sha dsasuy. (buildable dots), permitted wndoragnln9 uta feasible $lvCn tnz =n4WQM a 'AIR lm4ir. "M dike a%M14;g k44 44wal to at ton bullgable:ACM and pamtanently Qpw *pain 4aWoie AwMWAA. The UW labs pmsoristl ahad be AMWORd 104M development by ail PCwtar-Awan 84aMawL Chnsavarian Roam Wtian, 44&.2tlin:10 the Town, 4f Other SIMU WA ft&lirQ A" that W w"* Its pro"an. T?J4 appAr"A C"C0,14a" a M1 of I" &X44ana net held Cy a 0'evewime In common ownership VAlh an 11 :hall maelvea and-ftii Axamptign Inun the Planned lafawm jaurpGas of comuudnq ane single ttm4y dwelling wilt Ori the AppkQj;iQri regrtasaza a im anion is m4aZ for twilding permits, (La. all Qoerpoanil;s from all other boards and :-=—Xi=joG& PAv* keen m"ved and LhO Arqjecg is in =MPUMAWIth- MOU PcrftW and the Development 90"Wid Q,Aw DqA Agawma4au 4Wding pwrnit In MU Year, 4ann 4wiloing pe(mIt will 6i leashed per Year per WW Such wne ax'uja 0evelogmem Schedule aacamrnsadat= IsaWng WOWng pamdta. Applicant Must y appmwed fern u wwi uU SkPWT"� Pjd4.W pmvjoci any " all Inigrmatien that would aaaist the Building Oepaitment in making a d4WMIn90Qn' Ulat yQW apoc"on is ati4w*d one or more of the above EXEMPTIONS. _i4aialg t;4iQk* i aaicst to viea=wracy of. tyle information provided and that the aaaeed building Permit is 4itzw4d an EXEMPTION a:i chwd above. Furuh,tr I understand Out the submiW of mislaading End. or nz,;csria Int90w.j; lion, or tne checlang off a which does not comply, wnm eer clone to my r:u.Yicdg 14t.A yFQL1104 for le ji� partment to Issue a SuAding Permit. fu4�w by tr y stir: rt ar Cr Qr Auin,6rt;.�q Ajanc Who 49;WmcAUrned wlaing Piat' -Tit—d cnLsx. hia=cnad to uw Building Permit upon ajaplicadan for :2=h panni[. .Jrcd "(purrt•t�uwtu:aut. is• ` I BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077396 L• ^' Birthdate: 0310211962 Expires: 03/0212004 Tr. no: 77396 Restricted To: 00 DAVID M STILSQN_/ 222 SEAMES DR MANCHESTER, NH 03103 Administrator I is BUILDING DEPART&fE-1,TT DEBRIS DISPOSAL FOR,f in :lccarcia,nce with Is LLLGL c 40 S 34, a condition of �uildinQ this wort: shall be di a Permir Number dennea b}fGL c 11, S 130A sposed of in a properly licensed solid rvast�' disposal facility as The Lkb gill be disposed of in: Locnuon of Facili Signature of Permit A pplicanr -/p�o.y NOTE: Demoliaono Dace the Bvildin� purruz from the Town of Noah Andover must be obtained for this ��xcror Project throu gk dte Office of 11. ' l 4 1 r W 4 tl 1 u/� •.JI U JJI a.LVV .:t.tt) 1.i 1000 11:54 P.19 The CamMonwesith of Massachusetts Department of Industrial Accidents Office of Investigations ! . Boston, Mass. 02111 W0rk0(3' CompensaUon Insurance AlUdavit Please Print tv�i fie: �a�atii�rt: rY Phone am :a homeowner performing all work myself, ElI &-n_a sola pmptietor and have no one wvorking in any capacity t am an employer providiN warkem' comnenwUon for my employees yr0ricin9 on this lob. -Address�5 ;? �l�'41xf led. � <� G!/ re cis - � our o � � Ph �"o — • r� �s-� Iasurance Cae. r'.,?.�/u�/�i �,ucr. /*.� aeras,.., S n r n QTaQanv name: dry Phone =data to securQ CQvwW* as MQWred under Section Z5A Qr MGI. ]52 cm leas to ma impCerdan a ring up 0 �1,S00.00 mayor *ns )a rra' knp&cnmaat as well es chit penalties in the farm Of a STOP WaW{ OR06R and a fine of (4100.00) a day app (Tie. l nQAr= id ttwc a ccpy of ah13 scaternent ([)by be farrrst VQ4 to the OfBc:e of tnrestlgtatfona of 1114 CIA for covwags vnrltfoation. Ja h -Dr ciwtgf' u(vdr the Pettis &V'94r4A C of pWjWV Nat the kirwMidjan provA*d above is Ove and ctxrmct. ,nni name Phone "a oniy do not w irate in this area to be completed by city or town official' Q Building i Dept i]C-140k ii ramedrala �3; rsa :s requirs4 Budding Oept p Licensing Boafd p Selactrhin's bice `:`'�` `�n"`�: Ca Health C iepartment C7 . Other LUMP&AzAnoff Y 'I1- L-ABLIPJ 8t 3100 13034798572; Nov -4-03 1:21PM- Pale 2!3 if -04-24, 10:10:07 FORCOI foupinent COAOn Cli 847.853,5390 Page 002 ACOR11 Vm:, —, -..- - .. . w'_'_ 11, �t; _-.�.,DATE(NM/DL)/YY 7 Li, PRODUCER THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION non RI; Serviras, Inc. of Michigan ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 3000 T, Center iu 1 te 0 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND QR ,-Outhf :d MI 48015 46796 THE COVERAGE af FORDED BY rHE POLICIES BELOW COMPANIES AFFORDING COVERAGE CLWAI( Liberty Mutual Fire ins Co I I (2 - 036-5200 FAX. (�48) 936 -WS . I4 A INSURED --- :ante qes of yew England, LLC a .W5 Hi one Road 5ui to COWIANY Wdr-WIC 91: 02Sa6 USA C COMPANY D . .. . 777 !K':[WTQ, TTI FY THAT THE POLICIES Or INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INCIt:ATCCrj OTINITHS 17ANDINQ ANY REQUIREMENt. TERM OR COMITIO14 OF; ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS cf:RTIFIC 1014Y BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 16 SUBJECT TO ALL Tht. TL`016. EXG1 us 11 COMITIONS 0 c !Q_BY EUP CLAIMS, Ciel ?*LTCTMRCrrV5 rQL.LCyK"FRA910K GENERAL ACX-30-OATP V -AV- OCCLf, 11FOSONAL L ADV NjUAY EACH WCORKNCE: 0,1,V.84f CC)t<-IICT31RS PROT FIRE DAMM&tArl, mo jiw) MM EXP (Arly one Wki;GM A0601004261033 06192193 09101/04 COMBO$I)ANOLC OAT 31, 000, DOO commercial Auto VWtY N�URY L 11,11 IAI_R: " DiAOA" (Par pormo x PROPErM DANAOF u.A),,,GL74 ffy AUIULN.Y-17AACCIDENT A -tot', OTHER THAN 6uTO OtAY FACRACCIDENT AGGREGA7 F CES3L4A. t7Y EACH o(;Lu)tltttc.r, row AGGREGATE AU616 L,;W:Rrt4 A vt iAI;A 041PENSAII0N A&A90M261013 05/01103 08103./M X FA, '11_01iqIAat4nY WAKE" 0"ENSATION EL EACH ACCU&141 5L,060,000 L: -- R, s-! -,I-Al ELDCZAGE-POLCY UIdT 51, 000, n 0K7.ASE-EAEMP-.O*h 51, Cou, UVQ TIONS&OCAT1191MI111MESAPECIAL ff!Eft Construct, RE, P—lLeNVa Cons n The Town or North Andover, MA -All sites- Waiver of Subrogation applies for the (ie-ivi,il Lig^ and workers' (;ojapensation Policy, -1 77,77 % SHOIA 0 ANY OF THE AOOVe 08V'R9F() POUQC5 BE CANCEL! P) R --FORE T r fowti"' f Nor-Lh Andover EXPRAT10N DATE THEREON. D -E IrAMG CONPANY WILL Er4)j7A4CRfU u - !,10x 124 SC DAYS WR1r1kN tA)I]Cr TO THE CERTIFICATE Ha DEN NAMED _10 T -IF L=LT LI, -914;! BUilding Department NO" Andover, MA 01845 USA oui fm.L&C TO MAL 5L1QNOTCE.WiLhftSE NOO&LIGATON OR LIA9z .1y F. OF ANY KIND Ir'CtJ 1HF- rttx At jY IV, OR AUTMOrMD REPRESENTATIVE 1! Irwiler, Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC RES check Software Version 3.5 Release lb Data filename: F:\files\CST\SHARE\MecCheck\ModelEnergyCode\MASCHECK\Lot 72fv.rck TITLE: Lot # 72 Chaucer Elevation # 3 CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family DATE: 12/03/03 PROJECT INFORMATION: Forest View, North Andover, MA, COMPANY INFORMATION: Pulte Homes of NE LLC NOTES: Customer purchased elevation # 3 , R-15 wall insulation and 4 additional windows. COMPLIANCE: Passes Maximum UA = 43 8 Your Home UA = 405 7.5% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Wall 3: Wood Frame, 16" o.c. Wall 4: Wood Frame, 16" o.c. Window: 1936-2 casement: Vinyl Frame, Double Pane with Low -E Window: 6-0x6-8 slider: Vinyl Frame, Double Pane with Low -E Window: 2852: Vinyl Frame, Double Pane with Low -E Window: 2852-2: Vinyl Frame, Double Pane with Low -E Window: 2846: Vinyl Frame, Double Pane with Low -E Window: 2862-2: Vinyl Frame, Double Pane with Low -E 2-8x6-8 service door: Solid Door: 3-0x6-8 w/ 2 sidelights: Solid Floor 1: All -Wood Joist/Truss, Over Unconditioned Space Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA 1320 38.0 0.0 40 48 38.0 0.0 1 540 15.0 0.0 42 540 15.0 0.0 42 792 15.0 0.0 61 792 15.0 0.0 29 14 39 116 114 12 73 18 33 672 21.0 0.0 0.310 4 0.300 12 0:340 39 0.340 39 0.340 4 0.340 25 0.180 3 0.280 9 30 Floor 2: All -Wood Joist/Truss, Over Unconditioned Space 40 21.0 0.0 2 Floor 3: All -Wood Joist/Truss, Over Unconditioned Space 360 21.0 0.0 16 Floor 4: All -Wood Joist/Truss, Over Unconditioned Space 200 30.0 0.0 7 Furnace 1: Forced Hot Air, 81 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 1995 MEC requirements in RES checkVersion 3.5 Release lb (formerly MEC checl and to comply with the mandatory requirements listed in the RES checkInspe 'on Checklist. I Builder/Designer Date I� 2 M � co co M f6 O N cc 0 a` 3 O C: E 0 0 0 0 0 0 12) R) m 6l pa) c a a a a a a C,O W W W W W W a)n.333333 J J J J J J N O m 0 N cV (4 f6 (a U� (D 0 0 y w u0i CL a a C a n 7 7 7 7 7 7 cn 9) 0 co 0) U) U C7 2 o 0 _000000 M a M It M M at M M U- 000000 Cl) to N co O N W 0 0 m to n M n co 0 co N F- a M I,- 0 toIt 'at tb co '-' ca O m 17 � M M c 0 d. c0 V co N (D a M N M II I ti I? fM ID i? .0 MCDtntOd'c0 T- x X _ �m1nmao p e- * i i j M "*4 in N in > � T co co 'T N 7 0 CL 0 0 0 0 0 0 T 0 C) 0 0 0 0 ~ a) Q) a) a) a) d T E E E E E NLL LL LL LL LL LL N 5 T T> Q C_ c_ c iii>ii 00 -0 c Z N co c m N co N N coED O LO L (ND NNNN O a f6 aJ O N M st l0 (D n O m O N — NM�tti c0 r`mm� .-NNN M � co co M f6 O N cc 0 a` 3 O C: E 2 LO ■ INd�O� �■��i■ urn LO 0 o co m m emaaa� II m G O .Q U V) N Q C N E c O d 0 m m m m -0aa a, > > > > 0 0 0 0 m m m m 0 0 0 0 N w O O O O m 0 0 0 0 N N O O O N(oo coN V) O r0000 C) co N N N r N J X L O O O O NN O > Cl U U U U m CL CL a a co u) u) cn c c c c o O o 0 vav:o C C c G O O Cl. C c c c T T E > O > O > O > O 0) N V) N V) N N V7 V) QV) 2 2 2 2 tsss V) V) N o O O O O -a 'o "a 'o OO O O O O O O ¢aaa N N 04 N N N N 0 0 N N N c6 O F- m d Q O O LL LII AIId\ ,�, uuruxavr� NM,, NU, 8(84Y56703- f1 C.: -02 FORM J LOT RELEASE Tho undersigned, beim a majority of the plarming 13oard of the Town of North A"Idover, Massaehusetrs, hereby certify that: I . The require eats for the construction of Ways and Munieipal. services callcd for the Performance Bond or Surety and dated Match, 4, 2003 and/or. by the Covezaaut dated November 9, 1998 and recorded in District Deeds, book 5,247 Page 76; or registered in, N/A Laud. Re,&istr�r District ,as Document NO. N/A and nnoNed on, Certificate of Title No. N/A in Registration Book N/A, Page Nr/.A; Lips been completed/partially conipleled, to the satisfaction of the Plazmmg Board_ to adequately serve the enumerated lots shorn on die following Plans; Lots 67A,, 68A, 69A, 70A,, 71A. an&72A, as shown on a plan of land �rtitled "flan cf Land, Forest View Estate's, Nortb Andover, lea,,, prepared for Pokf! )�4ome COTT. of New England, 257 ` arrapike Road, Southborough, . assachusett_g 01772", dra" by Marchionda & Associates, L.P., dated April 14, 2000; Sca.l.e 1 '=40', Recorded with the Essex North :District Registry of Deeds as Plux TNT lrber 13761; and Lots 23, 14, 25, 26, 77, and 28 as shown on a plan of land entitled "Definitive Subdivision pJaMs fcna Forest View Subdivision, Route 114isa1er€z Qrz Tunipil{e, I°lorth. Andover, assacllusettsY' prepared for Mesid De_velopmcr).t Corporation, l l Old Boston R.oali, Tewksbury, M'a-�sachu�setts 01 � 7 6 by NIY Design consultants, Locus Map Scale 1"=600% Tax .Map Composite Scale' 1 "-%00%dated Scpte fiber 22, 1997, .revised tlirough,11/3/98, and recorded with t:1le Essex North District Registry of Deeds as Plan leTuznber 13362 and as affected by corrective Plan Recorded as Plan Number 137.27, and_ said lots arc l),creby released int the restriction as to sale and buildiz��,� pec,i.f ed, thereon, The Tats designated on said Flans A,-JIicb are the subject oii7�ais Lot Releaseare a f0110ws: (LotISurnber (s) and. strect(s)) Lozs 67A., 68A, 69A, 70A, 71A and 72A as rheum on a plaza of land. cmi .led "Plall of Land, Forest Nriew Estalos, North AD.dover, MA., Prepared fox Ptdte T -Tom 11 of New Engla d, 257 Tumpike Road,. Soutkxborough, Massachusems X1772", dravm byMlarchionda & Associates, L.P., dated A,pTU 14, 2000, Scu,.1e .-'1.'..r'� _ .% � �j�ij'yn`�Z f 15.4���ic%`V�i=1]Pt;t ]•Lo1. hjv;o m ff U L I bViKhIk b ,iUHM;UN lNX NO, 87814755'7013 „ 1 "==:"10! , Recorded, with The Essex North Ditrict Rel istry of Deeds as Plzr, Number 131761; and .Lots 23, 24, 25, 26, 27, and 28 as shown on a plan of land entitled "Definitive Subdivision Plants for Forest View Subdivision, Route 1 l4/Salcm Turnpike, ilce, Naafh Andover, Massachusetts" prepared for Mesiti Developmetzt Corporation, 1 l Old Boston Roa`L Tcwksbuty, Massachusetts 01 876 by MIT - Design, Consultants, Locus Map Seale 1.";600'4 Tax Map Composite Scale' 1 "=200%da.ted September 22; 1997, revised through 11 /3/98, and recorded with fzc Esscx. North District Registry of Deeds as Pian Dumber 1.3362 and as affected by corxoctive Plaza Recorded as Plant Number 13727. b. (To be attested by a Registered Land Surveyor) Lots 67A, 68A,, 69A, 70A, 7 IA». and 72.E as shown on, a plan of land emitled. "Platz of Gatad> Forest View Estates, North Andover, l+>✓I,A,, Prepared for Pialte Home COTe_ of New England, 257 Turnpike Road, Southborough, Massachusetts . 01172" drawn by Marchionda & Assoclat:os, L.P., dated April 14, 2000, Scale 1."z7-40% Recorded udtl� the Essen_ NorthDistrict Registry of�eeds as Plan_ �Turnlac;z 13 76 1; and Lots 23, 24, 25, 26, 27, and 28 as sbown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, route l l4/Salemn Turnpike, North Aridaver, Massachusetts" prepared for Mesio ]Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by XMF Design, Consultaxats, Locus i4ap Scale V`=600% Tax Map Composite Scale" 1"=200',dated Soptember 22, 1997, revised tbsough 11/3/98, and recorded with the Essey:1_*l`orth. District Registry ofDeedS as Plan. Number 1.3362 and as affecsed by corrective Plan, Recorded as Plant Number 137.27 . , , . do Conform to layout as shomi on the above referenced Plans. it. Registered Land Surveyor5>' <z � C. The Town of North ,Andover a municipal corporation situated, in. County of Essex, Commonwealth of Massachusetts, acting by its duly Organized .Planning Board, }colder of a Performance Bond or Surety ;dated March 4, 2003, and/or Covenant dated November 9. 1999, from, Mesiti- Moore'sFall, LLC of the City/Town of Nort'h Andover, Essex Calztyf Massacbusettsi recorded with the Essex North. District ReglsiTy of Deeds, CAPU11.61ot tv'=a r. FVV-Orrp J -L.01 ltalae,'C.d00 VfI� L I tt i& JJi4�Uk NIU, .n a HI!1 N Boob 5247, Page 76, or registered in Nand Registry District as Dnc tient No. INIA and noted on Certi-Gate of Tide No. N/A., in Registrat.on Boob 1N/A, Page NJA, acicrowledges satisfaction of the terms tbereof and `rereby releases its right, title and interest in the lots designated above on 93.d pians as follows. - Lots 67A, 68,A., 69.A., 70A, 71 A. and 72A, as shown on a plan of land entitl.cd "Plan of Land, Forest View tsi Cates, Nortb Andover, IVDA, Prepared for Pulte Home Corp. of New Engl,rd, 257 T=,Ipike Road, Southboraugli, Massachusetts 01772", dram. by Marchionda & Associates, L.P., d ted Aphl 14,20 , 00, Scale 1"--10'; Recorded with the Essex .Noah District Registry of eeds as Flan NTumber 137& 1; and Lots 23, 24, 25. 26, 27, and 28 as sbown on a plan of land entitled "Definitive Siubdivision Plans for Forest View Subdivision, Route 114/Salem- Tumpike, NorTh Andodor., Massachusetts" prepared for Mcsib. Development Corporation, 11 gild Boston Road, Tewksbury, Massa.chtisetts 01876 by MEF Design ConMtants, Locus Map Scale l°'-600% Tali Map Composite Scalc" 1 "• =200 %dated September 22, 1997, revised through 1113/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by cozxecrive Plan Recorded as Plan Number 13727. F-XECUTED as a scaled instnunea)t this Sth day of Aril, 2003, ti Majority of tlae� Pl=Jng)80 Z' Of the To"- of ]North ,Andover K : Fultallat Nllwsa NVOI-m J,Ltu Rclasr.dna -1 , s_q SS '5 UL I L COMMOYNT-ALTH OF MASSACHUSETTS Aptl 8, 2003 Then personally appeared one of the above member""i of the Plaming Board of the Town of'North Amdover, Massachusem and acknowledged the foregoing histrument to be the fxee act aid deed of said PIv mi ng ,Board, before me, My Commissian EXPITes, VMWIPOTM J U� RC:I=Ac CANAIC901 I-ricinc FVT(71711 !-Lot Ralrd,doc U U 1 Ull I JU 1 VO ESP" MORTM olw_mmrr M46S, A TRUE Copy., U b � � C OZ m C . al 0 � -q CL m � r. o 0 zr a! 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C JMSEYRMNA %411967 WiG911A 6710 , FAIRFAX, VIRGINIA 22030 bV S. C VLVA 0RA- N. CAROLINA BJ82 VANIA RA -0151660 AutoCAD File: R \FILES\ARC\Share\Singles\1999PLAN5\BOSTON PLANS\99 Chaucer\C124BFPf.Oxg Platted at: Yon Apr 16 04:3827 2001 15.10 " 2;.1" 161.0, 11-91. w;4 x 26 3-I/2" 6 POxiWA 5%. LLl.. EE 212 /--N 16'z 71 ON POOR 3B'-0" 19'-IOk" 171.1071 21-011 7" 3'-92' y1 -Ow 3'3�' 3'-p�' OPf / LER�vICE zas RI %12 I - RIzx16 8 o AANABUIL DANDN.AUFl➢15 PULTE MID -ATLANTIC CDI11fY iNAI Dk.Y DODAENIS YL� REPAIEO OR /PPAOIID BY Y[ AMD OUI C HAU C E R N.E. - 1999 pP i n H` � m � %IlS LVFMRD AYOREti UNDER DE LAWS OF DE FOl0YN0 w„" ewu.. o . Q DELAWARE 6189 RHODE ISLAND 2554 p MARYLAND 7745-R MASSACHUSSF115 9857 10302 EATON PLACE, SUITE 180 I O � o HE JERSEY AI -13967 'ARGINIA 6718 G6 FAIRFAX, VIRGINIA 22030 S CAROLINA 04477 N. CAROLINA 6362 PQ1NSriVANIA RA -0151668 _ $ 202 36'_ fp .HIFfAD. 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CART 6362 G� ikL� FAIRFAX, VIRGINIA 22030 PENNSYLVANIA RA -0151668 AutoCAD File: R \FlLESNAFC\Share\5x ng I es\ iggg-PLAR3\80STON PLANS\99 Chauc er\D124BELS. dwg Plotted at: Mon Apr 16 04:43:43 2001 aim g� Fla Fn - -------------- -------- ------------ --- ----- ---- - ------ - EE ----- I I F 3'-4 /2 JAR - - ---------- ---- ----- --- II II T II T r Q II II ----------------- ------------- 0 3 Ll p r5 O 4 rnn II Aj- flifl [LIU] ITH111111 I I I FI Th Li -T1_ _ __ [ll_[Ill_[l m� / , 1'� ('1 ' I` ____ ___ _____ ____ _gym --- ------- 6" din NO& UP R MWO 83fl Is 4 l .., 0 i 11 0 II P 5cmf, 1/4'. IY SCALE; Ile: 141 SC"' 3/4'- IY 56ALE. 11 = 0-01 5CALE, 1 1/2' 11-e Amw.. DAM K MITHS I 'TIU I DURFY THAT MY D0QJM WERE PRTARED OR WMG BY NE. W WT PULTE MID -ATLANTIC I AM A DLL' LUM LKERO ARMCT MIR K LAW OF THE FWM XRTICTR& CHAUCER N.E. 1999 DELAWAREL 6189 RNW ISLAND 2354 MARYLAND 7?45-R MASSACHUSSETTS 9857 10302 EATON PLACE, SUITE 180 NEW XRSEY AI -13967 VRGO41A 6715 FAIR FAX, VIRGINIA 22030 00 & CAROLINA 04417 N. CAROLINA 6362 F17016YLVANHA RA -0151568 Amw.. DAM K MITHS I 'TIU I DURFY THAT MY D0QJM WERE PRTARED OR WMG BY NE. W WT PULTE MID -ATLANTIC I AM A DLL' LUM LKERO ARMCT MIR K LAW OF THE FWM XRTICTR& CHAUCER N.E. 1999 DELAWAREL 6189 RNW ISLAND 2354 MARYLAND 7?45-R MASSACHUSSETTS 9857 10302 EATON PLACE, SUITE 180 NEW XRSEY AI -13967 VRGO41A 6715 FAIR FAX, VIRGINIA 22030 00 & CAROLINA 04417 N. CAROLINA 6362 F17016YLVANHA RA -0151568 AutoCAD File: It \FILES\ARC\Share\Singles\i999_PLA78\BOSTON PLANS\99_CTaucer\E12435EC.dwg Plotted at: Mon Apr 15 04: 44:05 2001 O 0 cl m 3 o s' Id �L' scwF: lr4' • 1�-0t "nru1 w wa VARIES BY FLOOR 5Y5TEA VARIES BY FLOOR 5Y5TE11 10'-I I/8" B GONV. fR1A0. - 10'13/4' P NOW FRA15. �I(R 11,111' EA = 10-1314- l F MST FRMO. 0148 t 7.5tZe EA. = 10'-1 I16P WWWWA --------------------------- O _ \�--_--_____ i U R# ?Ab ]5 EE. t FJ015T FRN6. �n 7'-10" 3°PLATE o-II"CD V,.r rn�z — �oo� fT S 3 i --------- --------- ----------- / 15 Eli 1 4 _ b i 3. .1 i' 10 i" If 4' 151 f SCA.E. 1/1, 11-0 SCALE, 3/4t=Ikd' . .. 1 d 4 i ' . I- SLNt1 I 1/2'=1Ld `S a AACIAIECI UAW N. W4M nT F �A�Y>R,TREgUMARGRffLAWCR MA[ABMBAEFX=~"T �'iTE PULTE MID -ATLANTIC i� I All A E1AY NONSD ASO EECi FARM 11E UYS V RE RLLOA0IG Nev4reWtlm I CHAUCER N.E. - 11999 KLAWAIRE MABBiLAM 7745--R MAsuau89 MODE SSEM 9857 � � V l_ 2354 10302 EATON PLACE, SUITE 180 WV JERSEY' AF -13967 VIRGINA 6718 FAIRFAX, VIRGINIA 22030 co S. CAROLM 04417 N. CAROl1NA 6362 PEWSYLVAMA RA -0151668 --- AUt➢CAO File: H'.\Files\ARC\Share\Singles\1999-PLA8\BOSTON PLANS\99 Chau?er NE\G12401_PIl.CMg Plotted at Thu Oct 03 10:16.53 2DO2 11 7 e ! 77 � � A fir. � EDED r 4 IT C7 �F_ o D PRODUCT 4' 1 S' d C-) c� 2D N \ D zz - 3 N/A fLl ' 11-]/E'LP1-3U V-1' 1'-1' 3'-6' 4'-3' 5'-U' 7J 9 0 5' C 3 f cil N/A L A _m ED 14'LPI-30 2'-2' 2'-10'4'-8' S'-3' 5-10' -5'4'-O" 6'-6' 7'-1' a 11 -LPI -36 3'-t0' 4'-4' 4'-9' 5'-2' 5'-e• 6'-1' 6'-6' � a F9_ m c� O gAa Na \ IS NOTES- �Tltj cS tb A LONGEST HOLE DIMENSION PRODUCT 1 _d r 11 7 e ! 77 � � ` 6 cm R 77 � � fir. � g r 4 IT C7 �F_ o fTl PRODUCT 4' 1 S' d C-) c� 2D N \ D zz - 3 N/A 3 0 n i ' 11-]/E'LP1-3U V-1' 1'-1' 3'-6' 4'-3' 5'-U' N/A 0 5' C g� cil N/A N/A _m ED 14'LPI-30 2'-2' 2'-10'4'-8' S'-3' 5-10' -5'4'-O" 6'-6' 7'-1' --i 11 -LPI -36 3'-t0' 4'-4' 4'-9' 5'-2' 5'-e• 6'-1' 6'-6' 6'-11' F9_ O gAa Na \ IS NOTES- �Tltj tb A LONGEST HOLE DIMENSION PRODUCT 1 _d r �7 c_ 0 Rm n _- 11-]/e'LPI-26 4'-1'-5' ➢'-,' 9'-E' N/A raJ mx = by mE N/A N/A (� E 5, iH LENGTx OF UNCUT VEB BETVEENHDLES MUST BE AT LEAST TWICE THE 3 _ D ITT 70 D F_ H fir. cel _ ROUND HOLES r ESQ IT �F_ o PRODUCT 4' 1 S' c� 2D N \ I1-7/6'LPI-26 1'-5' 2'-3, 4'-9' S'-]' 6'-E' - 3 N/A 3 0 n i ' 11-]/E'LP1-3U V-1' 1'-1' 3'-6' 4'-3' 5'-U' N/A 0 5' C 96ALE- Ih'=II-01 I1-1/8'LPI-36 1'-0' I' -f1' 4'-10' S'-9' ]'-G• A3' 3 _ D ITT 70 D F_ H o AMTECT: DAND X CPoFMPpFpknAND TITLE g s= AADULpnyy WL>~r�LIXqkC NISCENSEDff�CTUNMTRIPKDYDDOFItFOOY14GTHA T T — X999 � PULTE MID—ATLANTIC w au A c it LOOSED LICENSED AROOEcr wo n ne urs F TLE ralowvc N,e a Buider i moor, CHAUCER NT Q w z DELAWARE 6109 RHODE ISLAND 2754 ao MARYLAND 7745-R wASSACHU5SEfi5 91157 10302 EATON PLACE, SUITE 180 ® M s \� new CAROLINA Al -13967 N.VIRGWIACAR 6718 LPI FAIRFAX, VIRGINIA 22030 W S. JERSEY l-139 N. CAROLINA 6362 PENNSYLVANIA RA -0151663 - I DIST DIS _ ROUND HOLES r MOLE DIAMETER -O PRODUCT 4' 1 S' O ❑ I1-7/6'LPI-26 1'-5' 2'-3, 4'-9' S'-]' 6'-E' N/A N/A (_ 11-]/E'LP1-3U V-1' 1'-1' 3'-6' 4'-3' 5'-U' N/A N/A ❑ MIN. 2% LENGTH I1-1/8'LPI-36 1'-0' I' -f1' 4'-10' S'-9' ]'-G• A3' N/A N/A OF LARGER HOLE 14'LPI-30 2'-2' 2'-10'4'-8' S'-3' 5-10' -5'4'-O" 6'-6' 7'-1' --i 11 -LPI -36 3'-t0' 4'-4' 4'-9' 5'-2' 5'-e• 6'-1' 6'-6' 6'-11' ]'-5' NOTES- SQUARE 6 RECTANGULAR HOLES fL L. A 1/2' HOLE CAN HE T ANYWHERE IN THE WEB. LONGEST HOLE DIMENSION PRODUCT r 2. SQUARE AND RECTPNGULAR HOLES MUST BE CENTERED AT MID -HEIGHT OF UES, 2' 3' 4' 5' 6' 7' B' 9' 1D' F'1 3. ROM HOLES DO NET NEED TO BE AT MID -HEIGHT, BUT MUST NOT BE CLOSER 11-]/e'LPI-26 4'-1'-5' ➢'-,' 9'-E' N/A N/A THAN 1/2' FROM JOIST FLANGE. 4. CUT —IS CARE�IILT. OD NOT OVERCIf1. 00 NOT CUT ILAIIS. Il-i/H'LPI-30 4'-8' S'-3' S'-11' 6'-9• B'-0' 9'-3' 10'-6' N/A N/A (� E 5, iH LENGTx OF UNCUT VEB BETVEENHDLES MUST BE AT LEAST TWICE THE 11-J/9'LP I-36 6'-2" 7'-0' ]'-II' 0'-9' 9'-0" 10'-6' 12'-i, N/A N/A D F TIE LONGEST AB.IA[ENT HO's -E oIMENSVIM 6. RE7RL TO L -P'S 'HANDLING AND INSTAL-LAIION RECOMMENDATIONS' FOR FA ]'-6' 9'-0' 1I'-2' HOLE CHART ANDIMPORTANT MOTES. 14'LPI-36 9'-3' 11'-C' I 11 31 P 51 0. III. �. . IS 0 II 1 1 LE: 3/4' = TV 56AIE- II' = II -01 $CALZ. I 1121= Lal o AMTECT: DAND X CPoFMPpFpknAND TITLE g s= AADULpnyy WL>~r�LIXqkC NISCENSEDff�CTUNMTRIPKDYDDOFItFOOY14GTHA T T — X999 � PULTE MID—ATLANTIC w au A c it LOOSED LICENSED AROOEcr wo n ne urs F TLE ralowvc N,e a Buider i moor, CHAUCER NT Q w z DELAWARE 6109 RHODE ISLAND 2754 ao MARYLAND 7745-R wASSACHU5SEfi5 91157 10302 EATON PLACE, SUITE 180 ® M s \� new CAROLINA Al -13967 N.VIRGWIACAR 6718 LPI FAIRFAX, VIRGINIA 22030 W S. JERSEY l-139 N. CAROLINA 6362 PENNSYLVANIA RA -0151663 - I AutoCAD File: It \PILE5\ARC\Share\5ingIe6\19992LANS\BOSTON2LANS\99 Chaucer\6124ELPI2.Dwg Plotted at: Man Apr 16 04:45. 39 2001 cn RDI1N0 HOLES /T1 c 'A4 E I - . III 1" 3� 141 151 C] MIN. 2X LENGTH @" LAROER H0.E NOTES- 1. A I/ HALE CAN BE CUT ANYVHERE IN TIC VEB, 2. SQUARE AND RE[TANfZRAR HOLES NISI AF r.FNTFRED AT HID -HEIGHT ff YEH 3. ROUND HOLES DO NOT NEED TO BE AT MID- GMT, BUT MUST NOI BE CLOSER THANV2' FROM ,HISTO FLANGE4. CUTNOCE CPREFNLLT. D NOi OVENCUI. 11[1 NUT Ni RANGES THE LENGTH UNCUT YEB BETVEENH0.ES NIST BE AT LEAST TVICC TIC OF THE LDNGEST ADJACENT HOLE DIMENSION6. REFER TO L -P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL CHART AND 1H90RTANT NOTES. 111-7/8'LPI-36 1-0' ]'-I1' 2'-11' 3'-l0' 4-10' 5'-9' 7'-3' N/A N/q 14'LPI-30 2'-2' 2' -to' 3"-1' 4'-0' 4'-B' 5-3' 1-1D' 6'-6' 7'-1' I4'LPI-36 3710' 47 4' 4'-9' S'-2' S' -B' 6'-t' 6'-6' 6' -Il' 7'-5' F" — Em ❑ I1-7/8'LPI-26 4'-1' 43' S4' S'-10' 667 B'-2' 9'-8' 1 a tE1 N- D r 7 » :mn Q^m U cn RDI1N0 HOLES (- -0 — I_ ❑ --1 = I - . III 1" El 141 151 c MIN. 2X LENGTH @" LAROER H0.E NOTES- 1. A I/ HALE CAN BE CUT ANYVHERE IN TIC VEB, 2. SQUARE AND RE[TANfZRAR HOLES NISI AF r.FNTFRED AT HID -HEIGHT ff YEH 3. ROUND HOLES DO NOT NEED TO BE AT MID- GMT, BUT MUST NOI BE CLOSER THANV2' FROM ,HISTO FLANGE4. CUTNOCE CPREFNLLT. D NOi OVENCUI. 11[1 NUT Ni RANGES THE LENGTH UNCUT YEB BETVEENH0.ES NIST BE AT LEAST TVICC TIC OF THE LDNGEST ADJACENT HOLE DIMENSION6. REFER TO L -P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL CHART AND 1H90RTANT NOTES. 111-7/8'LPI-36 1-0' ]'-I1' 2'-11' 3'-l0' 4-10' 5'-9' 7'-3' N/A N/q 14'LPI-30 2'-2' 2' -to' 3"-1' 4'-0' 4'-B' 5-3' 1-1D' 6'-6' 7'-1' I4'LPI-36 3710' 47 4' 4'-9' S'-2' S' -B' 6'-t' 6'-6' 6' -Il' 7'-5' F" — Em ❑ I1-7/8'LPI-26 4'-1' 43' S4' S'-10' 667 B'-2' 9'-8' 6'-9' B'-0 11-)/8LPI-30 4'-8 S'-3'5. 1]-7/8'LPI-36 6'-2' 7'-0'LENGTH m 14'LPI-36 3'-11' 4'-8'5'-tl' U F �a d n og � o RDI1N0 HOLES (- -0 — I_ ❑ --1 = I - . III 1" v 141 151 scaF:yi•=Pd MIN. 2X LENGTH @" LAROER H0.E NOTES- 1. A I/ HALE CAN BE CUT ANYVHERE IN TIC VEB, 2. SQUARE AND RE[TANfZRAR HOLES NISI AF r.FNTFRED AT HID -HEIGHT ff YEH 3. ROUND HOLES DO NOT NEED TO BE AT MID- GMT, BUT MUST NOI BE CLOSER THANV2' FROM ,HISTO FLANGE4. CUTNOCE CPREFNLLT. D NOi OVENCUI. 11[1 NUT Ni RANGES THE LENGTH UNCUT YEB BETVEENH0.ES NIST BE AT LEAST TVICC TIC OF THE LDNGEST ADJACENT HOLE DIMENSION6. REFER TO L -P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL CHART AND 1H90RTANT NOTES. 111-7/8'LPI-36 1-0' ]'-I1' 2'-11' 3'-l0' 4-10' 5'-9' 7'-3' N/A N/q 14'LPI-30 2'-2' 2' -to' 3"-1' 4'-0' 4'-B' 5-3' 1-1D' 6'-6' 7'-1' I4'LPI-36 3710' 47 4' 4'-9' S'-2' S' -B' 6'-t' 6'-6' 6' -Il' 7'-5' SQUARE L RECTANGIAAR HOLESID Em ❑ I1-7/8'LPI-26 4'-1' 43' S4' S'-10' 667 B'-2' 9'-8' 6'-9' B'-0 11-)/8LPI-30 4'-8 S'-3'5. 1]-7/8'LPI-36 6'-2' 7'-0'LENGTH m 14'LPI-36 3'-11' 4'-8'5'-tl' U F � o RDI1N0 HOLES (- -0 — I_ ❑ --1 = I - . III 1" I01 141 151 scaF:yi•=Pd MIN. 2X LENGTH @" LAROER H0.E NOTES- 1. A I/ HALE CAN BE CUT ANYVHERE IN TIC VEB, 2. SQUARE AND RE[TANfZRAR HOLES NISI AF r.FNTFRED AT HID -HEIGHT ff YEH 3. ROUND HOLES DO NOT NEED TO BE AT MID- GMT, BUT MUST NOI BE CLOSER THANV2' FROM ,HISTO FLANGE4. CUTNOCE CPREFNLLT. D NOi OVENCUI. 11[1 NUT Ni RANGES THE LENGTH UNCUT YEB BETVEENH0.ES NIST BE AT LEAST TVICC TIC OF THE LDNGEST ADJACENT HOLE DIMENSION6. REFER TO L -P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL CHART AND 1H90RTANT NOTES. 111-7/8'LPI-36 1-0' ]'-I1' 2'-11' 3'-l0' 4-10' 5'-9' 7'-3' N/A N/q 14'LPI-30 2'-2' 2' -to' 3"-1' 4'-0' 4'-B' 5-3' 1-1D' 6'-6' 7'-1' I4'LPI-36 3710' 47 4' 4'-9' S'-2' S' -B' 6'-t' 6'-6' 6' -Il' 7'-5' SQUARE L RECTANGIAAR HOLESID Em ❑ I1-7/8'LPI-26 4'-1' 43' S4' S'-10' 667 B'-2' 9'-8' 6'-9' B'-0 11-)/8LPI-30 4'-8 S'-3'5. 1]-7/8'LPI-36 6'-2' 7'-0'LENGTH m 14'LPI-36 3'-11' 4'-8'5'-tl' U F d n nC / a% \� cE nm � �a r�� m➢ n D �m 0 6' 1d L SCAM1/41= 1-61 u DISTANCE DISTANCE „ 1 RDI1N0 HOLES (- -0 — I_ ❑ --1 = I - . III 1" I01 141 151 scaF:yi•=Pd MIN. 2X LENGTH @" LAROER H0.E NOTES- 1. A I/ HALE CAN BE CUT ANYVHERE IN TIC VEB, 2. SQUARE AND RE[TANfZRAR HOLES NISI AF r.FNTFRED AT HID -HEIGHT ff YEH 3. ROUND HOLES DO NOT NEED TO BE AT MID- GMT, BUT MUST NOI BE CLOSER THANV2' FROM ,HISTO FLANGE4. CUTNOCE CPREFNLLT. D NOi OVENCUI. 11[1 NUT Ni RANGES THE LENGTH UNCUT YEB BETVEENH0.ES NIST BE AT LEAST TVICC TIC OF THE LDNGEST ADJACENT HOLE DIMENSION6. REFER TO L -P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL CHART AND 1H90RTANT NOTES. 111-7/8'LPI-36 1-0' ]'-I1' 2'-11' 3'-l0' 4-10' 5'-9' 7'-3' N/A N/q DISTANCE DISTANCE „ 1 RDI1N0 HOLES (- -0 — I_ ❑ --1 = PRCI➢ULT HBLE DIAMETER 2' 3' 4' 5- 6' 7' 8' 9' 10' O ❑ '- 11-7/8'LPI-26 I'-5' 23' 3'-1' S-11' 4'-9' 5-1' 6'-8' N/A N/A 11-7/8'LPI-30 1'-1' 1'-1' 1'-11' 2'-8' 7-6' 4'-3' 5'-0' N/A N/A MIN. 2X LENGTH @" LAROER H0.E NOTES- 1. A I/ HALE CAN BE CUT ANYVHERE IN TIC VEB, 2. SQUARE AND RE[TANfZRAR HOLES NISI AF r.FNTFRED AT HID -HEIGHT ff YEH 3. ROUND HOLES DO NOT NEED TO BE AT MID- GMT, BUT MUST NOI BE CLOSER THANV2' FROM ,HISTO FLANGE4. CUTNOCE CPREFNLLT. D NOi OVENCUI. 11[1 NUT Ni RANGES THE LENGTH UNCUT YEB BETVEENH0.ES NIST BE AT LEAST TVICC TIC OF THE LDNGEST ADJACENT HOLE DIMENSION6. REFER TO L -P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL CHART AND 1H90RTANT NOTES. 111-7/8'LPI-36 1-0' ]'-I1' 2'-11' 3'-l0' 4-10' 5'-9' 7'-3' N/A N/q 14'LPI-30 2'-2' 2' -to' 3"-1' 4'-0' 4'-B' 5-3' 1-1D' 6'-6' 7'-1' I4'LPI-36 3710' 47 4' 4'-9' S'-2' S' -B' 6'-t' 6'-6' 6' -Il' 7'-5' SQUARE L RECTANGIAAR HOLESID 2' 3' 4' S' 6' 7' 8' PRO➢UCT LONGEST HDLE DOCNSIONtN/A I1-7/8'LPI-26 4'-1' 43' S4' S'-10' 667 B'-2' 9'-8' 6'-9' B'-0 11-)/8LPI-30 4'-8 S'-3'5. 1]-7/8'LPI-36 6'-2' 7'-0'LENGTH 14'LP3-30 2'-1' 3'-O'HOLE 14'LPI-36 3'-11' 4'-8'5'-tl' '10'-6' )'-11' B'-9' 9'-B'-6' 3'-8' 4'-10' S' -e' 6'-)' 7'-6' 5'-2'6'-2' 6'-I1'7'-8'9'-3' o P r SCALE: 1112" f -O' 1MR9 D.tw W. QUHM PRE IAV ADZYAT USE LMMUDllENlARWCTROXTE ®mAroSOFTHEF019MROVED BY 41. AND HAT CHAUCER N.E. - 1999 PULTE MID -ATLANTIC I AY A DAY IlCk1SE0 Um® IA041FCT IN9FA THE U6 OF ➢E FOlOWNG ARS01C60MS Q A o DELAWARE 6189 RHODE ISLAND 2354 MARYLAND 7745—R MAssaawssErls 9857 10302 EATON PLACE, SUITE 160 — N o MEW JERSEY Al -13967 VIRGM 671e - S. CAROLINA 04417 N. CAROLINA 6362 LPI(', FAIRFAX, VIRGINIA 22030 P1RwsnvAwA RA -015166B AutoCAD Fi]e: R \FILE5\ARC\Share\Sing]e9\I999-PLAt8\005TON2LANS\99 C1naucer\Hi246HFi. dwg Plotted at: Nan Apr 16 04:46:56 2001 WHIEC]. DAw it ORM fRfl1NAT f3G00E]51QEP8PADOR�PR8AD814>N G CHAUCER N.E. - 1999 �PULTE MID -ATLANTIC s o I All A PAT UCEM OU78EDMNELI UW UW INE M OF ME TOE OMOIG JimsmEPS o 'm DELAWARE 6189 RHODE ISLAND 2354 ® g MARYLAND 7745-R NASSACHUSSErTS 9857 10302 EATON PLACE, SUITE 180, AI p NEW JERSEY -13967 NRIdIIU 6718 c - S. CAROLINA 04417 N. 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CAROUNA 6361 6 -� FAIRFAX, VIRGINIA 22030 PENNSYLVANIA RA -0151666 Date.Ol............. °`t"`° '°• "a TOWN OF NORTH ANDOVER p PERMIT FOR WIRING This certifies that ;1..1.1 l ./ /1:,.......?! -..t �. G ." .................... has permission to perform ............>f/ /.. ...... ....... ...........1 ..:................... / f..:�...... t`...i`l/.... .....1 ? /� wiring in the building/of .,......�.. ....... .................... �' /'/ f at .,/. fr<...:...f.�.,!,.: �...�........�....j...........:.:�� :.-..... ,North Andover, Mass. Fee.:/.-%.'.(.... Lic. No. / �!IC�............................................................. ELECTRICAL INSPECTOR Y Check # `' 5021 1 Commonwealth of Massa1hetts Official Use Only f Permit No. J0,?/Department of Fire Se ` Occupancy and Fee Checked 1 �� 6 BOARD OF FIRE PREVENTIOVEGULATIONS[Rev. 11/99] leave blankAPPLICATION FOR PERTO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 2/5/2004 City or Town of: North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 186 Amberville Road Job #20323 Owner or Tenant Pulte Home Corp Telephone No. 508-787-0002 Owner's Address 205 Hallene Road, Suite 211, Warwick, RI 02886 Is this permit in conjunction with a building permit? Yes ❑ No ❑✓ (Check Appropriate Box) Purpose of Building residential 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: see below Completion of the following table may be waived by the Inspector of Wires. No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ n- ❑ rnd. grnd. o. o mergency rg rng Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS I No. of Zones No. of Switches No. of Gas Burners No—.oT Detection and , Initiating Devices No. of Ranges g No. of Air Cond. Total Tons No. of Alerting Devices g No. of Waste Disposers p Heat Pump Totals: Number Tons KW No. of Self -Contained Detection/Alerting Devices No. of Dishwashers S ace/Area Heating KW p g Local ❑ Municipal El Other Connection No. of Dryers Heating Appliances Kit Security Systems: No. of Devices or Equivalent ❑ No. of Water KW Heaters o. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs g No. of Motcrs Tota: HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Security System Attach additional detail if desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains andpenalties of perjury, that the information on t is application is true and complete. FIRM NAME: Ultraguard Protective Syster LIC. NO.: 1608 C Licensee: Michael DeCosta Signature LIC. NO.: (If applicable, enter "exempt" in the license number line) Bus. Tel. No., 781-937-0555 Address: 18 N Maple Street, Woburn, MA 01801 Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: $ Ll r - Signature Telephone No. o .Y Town of North AndoverF NQRTN q O S4ao Budffing Department 3a '� 27 Charles Street a North Andover, Massachusetts 01845 _ (978) 688-9545 Fax (978) 688-9542 _ a fOf.IKHfY.RN _ ti� APPLICATION FOR CERTIFICATE OF OCCUPANCY / INSPECTION ADDRESS I E b LOT DATE REQUEST FILED / /A 91c) q. DATE READY FOR INSPECTION 57 TEN (10) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED 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 STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W. — WATER METER ATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED 7RTO INSPECTION RE EST DATE. SIGNA TION