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Home My WebLink AboutMiscellaneous - 162 AMBERVILLE ROAD 4/30/2018 2101108.60080-0000.0 North Andover Board of Assessors Public Access Page 1 of 1 pORTp North Andover _Board of Assessors i • roperty Record Card Click Seal To Retum Parcel ID:210/108.C-0080-0000.0 FY:2013 Community:North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels Search for Sales Summary Residence Detached Structure Condo 162 AMBERVIII.E Commercial Location: 162 AMBERVILLE ROAD Owner Name: GUPTA,SUSHIL RASTOGI,RITU Owner Address: 162 AMBERVILLE ROAD City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:6-6 Land Area: 0.25 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 3096 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 560,300 537,700 Building Value: 386,000 362,800 Land Value: 174,300 174,900 Market and Value: 174,300 Chapter Land Value: LATEST SALE Sale Price: 575,000 Sale Date: 06/30/2009 Arms Length Sale Code: Y-YES-VALID Grantor: TUMMALA,SANJEEV Cert Doc: Book: 1.1669 Page: 287 http://csc-ma.us/PROPAPP/display.do?linkld=2259513&town=NandoverPubAcc 3/19/2013 Residential Property Record Card PARCEL ID:210/108.C-0080-0000.0 MAP:108.0 BLOCK:0080 LOT:0000.0 PARCEL ADDRESS:162 AMBERVILLE ROAD FY:2013 PARCEL INFORMATION Use-Code: 101 Sale Price: 575,000 Book: 11669 Road Type: N Inspect Date'. ' 10/06/2011 Tax Class. T Sale Date 06/_30/09 Page 287 Rd Condition N Meas Date 10/06/2011 Owner: Tot Fin Area 3006_—Sale'Typ`e:-P "_ -- Cert/DOC Traffic N Entrance X GUPTA,SUSHIL _ _ e RASTOGI,RITU Tot Land Area: 0.25 Sale Valid:- Y �., Water: Collect Id RR_ C __ _ -_.s Grantor: TUMMALA;SANJEEV J" Sewer: lnsp`ectReas: "C Address: - .- _ _ _- - --- _ _ _- - 162 AMBERVILLE ROAD Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION Style: CL Tot Rooms: 8 Main Fn Area: 1408 Attic: NBHD CODE: 6 NBHD CLASS 6 ZONE VR Story Height: 2.00 Bedrooms 4 Up Fn Area: 1688 Bsmt Area: 1408 Seg Type Code Method Sq Ft Acres Influ-Y/N Value Cla-ss'"k r Roof: G �Full Baths 2 Add Fn"-"� "" ° 1 P 101 S 11017 0.250 f 174,291 .> -- Area: Fn Bsmt Area. Ext Wall --AV-Half Baths 1 Unfin Area _ Bsmt Grade: VALUATION INFORMATION Mason Trim 77"Ext Bath Fix `1 Toti Fin Area: 3096 �1 _.__ _..._ _ _ .. _ Current Total: 560,300 Bldg: 386,000 Land: 174,300 MktLnd: 174,300 Foundation: CN Bath Qual. M' RCNLD: 386035 Prior Total: 537,700 Bldg: 362,800 Land: 174,900 MktLnd: 174,900 Kit C-5 Qual`.' -M Eff Yr Built: 2000 Mkt Adj: x Heat Type: FA Ext Kitch: Year Built: 2003 Sound Value: _Cost Bldg: 386,000 i Fireplace: 1- Bsmt Gar Cap:2' Condition: G Atf Str Val1: �m- � AttStr Val2 .. .. Central AC:-""Y""`""_BsmtWGar SF:'-400'Pct Complete: 100= µ Att Gar SF-" %Good P/F/E/R: ///9$ Porch Type Porch Area Porch Grade Factor W 216 SKETCH PHOTO W 12 216 Sq.R 12 714 .18 2n FU/FIN/B 320 Sq.R FU/FM/B 16 16 _ 1088 Sq.R 1}} •— 32 32 20r FU 14 280 Sq.R 14, 162 AMBERVILLE ROAD Parcel ID:210/108.C-0080-0000.0 as of 3119113 Page 1 of 1 Date. . . . . .j. . . . . . . i, NORTH 3:0�<� ��,;•_;tioo� TOWN OF NORTH ANDOVER ° siowdyk, PERMIT FOR PLUMBING 'SSACHUSf .S u � r v PI UAI This certifies that .�. .f.ti.5. . . . . . . . . . has permission to perform . . . .. . .. ...`wt .� `. .`. . . . . . . . . . . plumbing in the buildings of . ?v [ T . . � . �. . . . . . . . ) ' - L c( 4 16*� A we L-e r"-c[(•� at . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. North Andover, Mass. Fee. . �'3.Lic. No.. �� t!�.�. .'7��ZZs IV J� u( � c,•,�- PLUMBING INSPECTOR Check # t 5 7 5 J 1 MASSACHtISETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Date Building Location Owners Name Permit#�� c cy Amount "Cl 4 / Type of Occupancy Au . New Renovation Replacement Plans Submitted Yes No ❑ FIXTURES H z w w x x zz w C x A H Z a s a as s�agv»c RASPY Nr IST MOM / MHIM �Hfm aM FLOM sn3HAOCIt sn-i>FUIox 7M1 M (Print or type) n Check one: / Certificate Installing Company Name !" �itit MCorp• , Addr s e-- Partner. Business Telephone /— / ElFirm/Co. 41 Name of Licensed Plumber: Insurance Coverage: Indicate the type of inslunee coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ❑ Bond ❑ i 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 ❑ Agent I hereby certify that all of the details and information I have submitted(or entered) application are true and accurate to the best of my knowledge and that all plumbing work and installations performed e rnut this application will be in compliance with all pertinent provisions of the Massachusetts State Plu ode 42 of the General Laws. By: igna ure 0171CCBSed PlunlDer Type1106 �g�,�ense Title //�� 55 --// ^� i City/Town icense mer Master 0 Journeyman Elti , APPROVED(OFFICE USE ONLY � ��6 S7 l � � Z � '� � �� ~ 3 � 1 � � � , � ; � � , Date. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING 1y 'oma ,SSACMUS� This certifies that�X-. . . . . . . . . f has permission to perform .. �� :f:? j!. 1 ... . . . . . plumbing in-the buildings of . . .. ... . . . . ... . . . . . . . . . . at ./X"' r.l.. . . . . . . . . . . . . . . .. North Andover, Mass. Fee—Z/�. Lic. No.(& �/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLUMBING INSPECTOR Check # �� 6072 i MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBIN (Type or print) NORTH ANDOVER,NASSACHUS TTS +� / Date Building Location p� ! Owners Na � Pe # Amount Type of,Occupanc J„v 4 117197 New Renovation Replacement 0 Plans Submitted Yes ❑ No ❑ l FIXTURES H � w SLR1M a�i�Ivlavr IST R" ZDHCM 3M)H-cm 4M MIUM sn3 7II3MOM gm HDM (Print or type) Check one: Certificate Installing any Name j Corp. Address El Partner. Business T h e Firm/Co. s Name of Licensed Plumber: acoa.' �Ixa&L Insurance Coverage: Indicate type oM nsurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ('� Bond El� L.J Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above threeinsurance Signature Owner11 Agent ❑ I hereby certify that all of the details and information I ha e submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work i a performed under Permit Issued for this application will be in compliance with all pertinent provisions of the M s In bing Code and Chapter 142 of the General Laws. It By: ig re-ot Liceinseare-oum er ype of Plumbing License Title City/Towntce se Mumuer Master Journeyman t APPROVED(OFFICE USE ONLY Date.A.:. .......... NORTH TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING This certifies that .. -...4/— .....................---........................................ jI) has permission to perform .;j.......................................................... wiring in the building of.(............................97n:`--+?�.............................. ......... ............North Andover,Mass. ....................... Fet 7Z..�...... Lic.No.6hkA ............................ —_ELEcrRICALiNspEcrOR Check # 4768 Office we only ,The Commonwealth of Massachusetts x Ferett ro._Department of Public Safi ty " occupancy a reg checked "�94F .BOARD OF FIRE PREVENTION REGULATIONS S27 CZAR 12 OJ 3/90 (t..v. et,ck) APPLICATION FOR. PERMIT TO PERFORM ELECTRICAL WORK NI work to be performed In accordance with the Mauschusetu Electrical Code, S27 CMR 12:00 (PLEASE PRINT IN In OR TYPE Au IWORMATION) Date City or Towel of MTYM A�l l aty To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described bellow. Loeation (Street & Number) 2- A-mnboevllI/e Aca z-e7 �w Owner or tenant1 7-7 ' Owner's Address 0,t I e`1 u .� Is this pernit in conjunction with a building permit: Yes No ❑ (Check Appropriate Box) Purpose of Building hi c u 14-0 M Utility Authorization No. Existing Service -Amps / Volts Ove.-head ❑ Undgrd❑ No. of Heters h heVeservice /'..bD AmPs ,;s / O Volts Overhead ❑ Undgrd No. of Y,eters Number of Feeders and Ampseity ,J Location and Nature of Proposed Electrical Work vn Iv e ez No, of Lighting Outlet No, of Hot Tubs No. of Transformers TKVA1 No. of Lighting Fixtures 5wigm.ing Pool Above In;. grnd. ❑ grnd. ❑ Generators KV:\ No. of�.Receptacle Outlets No."of Oil'Burners No, of Emergency Lighting Battery Units 1:0.1 o: Switch,outlets '� '•.' No-, of Cas Burners � ... ., _ FIRE ALAR.SS . -No.-of-Zonca.. --- Total 1; No` of Range$'` No. of Air-Cond. _ -tons No. of Detection and Initiating Devices No. of DisposalsNo., of Heat Total Total PUI s No, of Sounding Devices No. of Dishwashers Space/Area Heating KW No. o f Self ContaineDitecding Beviees No. of Dryers Heating Devices KW Local❑ Municipal [] Other Nz Connection No. of Plater Heaters KW No, of o, os Wring Voltage Ba 51 ns llast No. Hydro Massage Tubs No. of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liabilit Tnsurance Policy including Completed Operations Coverage or�tits substantial equivalent. YES H NO I have submitted valid proof of same to this office. YES Cl NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE BOND OTHER ❑ (Please Specify)_ xpiration Date Estimated Value of Electrical Work S�(�oo, _ \A II CL �1 Work to Start Inspection Date Required: Rough !` Final Signed under the penalties of perjury: FIRM NAME LIC. N0. E iff/ol6 Licensee . -Signature LIC. NO. Address _ Bus. Tel: No. Alt. Tel. No. OWNERI,S INSURANCE WAIVER: I am aware that the Licensee does n t have the insurance coverage or i is sub- stantial-equivalent as required by Nassarhusttis Geneaws, nd that my signature on this permLt application waives this requirement. Owner Agent (Pieral La check one) T,?a,,hnna No. PERMIT FEE S Location No. � Date 9`30-03 N°RTh TOWN OF NORTH ANDOVER F °R A + : ; Certificate of Occupancy $ MUS E<� Building/Frame Permit Fee $ 3 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 na fl Check # i675 � / Building Inspector cFF—�2 2003 05 :47 PM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 HM L� S52 56 28 E 143. �o I L=16,61','cn 000 NJ I U r� N 8=600.00' m w 00 i I 93' I I I I � I I � I EXISTING I I rUUNDATIQN I o � I TOP ELEV.= j 173.03 LOT 69A co I I20' WIDE SEWER I i EASEMENT I '� I W � � I t 86.80' W S51'47'41"E �_ 28.17' 41"E 7 _� _ 80.73 I WE HERESY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INIENDEO FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY, IT WAS PREPARED TO THE ZONING LAWS RELATIVE To REQUIREC SETBACKS OF FROM EYISTING PLANS AND RECORDS THE MUNICIPALITY.WHEN CONSTRUCTED. ALSO, ACCORDING WITH THI; 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 0015 C DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED SHOULD NOT BE USED FOR PROPERTY IN AN ESTBLISHED 100 YR.FLOOD HAZARD ZONE_ LINE DETERMINATION. (1000RTUPOIED 1 NOON Flaff% OT 69A FOREST VIEW ESTATES � � Q�a�� Q� ��•9�• " NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I r: PULTE HOMES OF NEW ENGLAND, L_L.C. STONEH , MA. 02180 ' 257 TURNPIKE ROAD, SUITE 200 SCALE: DATE: SOUTHBOROUGH, MA 01772 � Date... ./... . .lT . f NORTH, 3?0•:��•��^�_e�Opc TOWN OF NORTH ANDOVER PERMIT FOR WIRING �,SSACMUSE� This certifies that .G.. ..r�..�!.u?! .......... ha4ermission to perform .........Te.A�? wiring in the building of...........VNA.I. ...:.....AA.V1.�Q S.............................. at.rl(�. .. �,I-9 ' l (' ........�. .......,North Andover, as A Fee.. J.. . Lic.No/�..� .... rTt. ^^.. 1�... . ELECTRICAL° sPECTOR Check # mss- )40 464 ► (LI I + N 0[Ilee Ute C"'y The Commonwealth of Massachusetts pevntt Yc+. I�Qgwo�l d Department of Public Safety Jeeupan<y S tae lTeche6 130ARD OF FIRE PREVENTIM REGULATIONS S27 ClA 1 12 U3 3/40 ttna�, AtenkD __ APPLICATION FOR PERMIT Ta PERFORM ELECTRICAL WORK Ni work to be perfarmed in raccnrdance udih rhe bimccachuaetu Electrical Code, 527 CMR 12:(A (PLE.A.SE PRINT IN INK OR TYPE ,AIJ, INL'ORHA.TION) Data _ City or Town of.... A/`� To the Inspector of Wires: .�.._� ......a The undersigned applies for a pewit to perform the electrical work described bellow. / Location (Street & Number) A-fy\ J4f 11t �� cs�Q\ �—® I C� qu Otmer or Tenant ,�i. el �g� 1) ��'�.�,�...�.��.�.��..� �+.�.�'��,C�.k:1C:J-.._._......�-`✓ Owner's Address J _ r . T F. ,I 1:"yl r(.1�' i �_ R� , Is this permit in conjunction with a building permit: Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization NO. Existing Service 4mps M�f _ Voles (Tte ::earl ❑ Undgrd❑ No. of ",-ter3_ Nev Service heli �Atopsfi� (} .Voit:s Overhead ❑ Undgrd No. of Peters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Worlc No. of Lighting Outlets Total $ 8 No. of Har. Tubs No. of Transformers KVA No. of Lighting Fixtures Swinning Pool -Above-(—j In- El grnd. grnd,� Generators I.V:1 No. of Receptacle Outlets No, of Oil Burners No, of Emergency Lighting Batter Units No. of Switch Outlets No, of Gas Burners 171 RE ALAR.`1S No. of 2onea No. of Ranges TotalNo. of Detection and $ No. of Air Cond. tons _ Initiating Devices No. of Dis orals No. of hearTotal Total p Pum 9 KW Na. of Sounding Devices No, of Dishwashers Space./Area Heating KW No. of Self Contained Detection/Sounding Devices khrnicipal of Dryers _ Heating Devir...es KW Local❑ o Other - Connection No O f m.hr°�� '� Low Voltage No. of Water Heaters KW Sins Ballasts No. Hydro Massage Tubs Nn. of. Pk)t:ors Total HF OTHER: _ ....._ INSURANCE COVERAGE: - Pursuant to rrtquirements of Massachusetts General Laws I have a current Liabilit Tnsurance l'ol.icy including Completed Operations Coverage or its substantial equivalent. YES t NO I have submitted wa11d proof of same to this office. YES❑ NO ElIf you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE 0 BOND ❑ OTHER❑ (Plemse Specify) ____.__.__ Estimated Value of Electrical Work S J _� (Expiration ate Work to Start Inspection Date Required: Rough Final Signed under the penalties of perjury: FIRM NAME f�)[ t`Yl c' �' Cr.^ � 7 t�E 1 - ,/ 1r1-% LIC. NO. d ' Licenseeyc.L6"v1r �.1/,g_, SSig�natuyre_ ^�J �W _ LIC. NO. "4 ` Addressj� ��.�. /- fL' 7 � / f� s. Tel. No. lt. Tel,. No. OWNER'S INSURANCE WAIVER: Z am aware hat the.. L.icensee� does not haw he insurance coverage or its sub- stantial equivalent as required t>y tla.ascrr;irr,tsetr:s Cenerai Laws, and t. -t my signature on this permit application waives this requirement, Uwner Agent (Please the • one) PERMIT FEE S U xS w'a a rx CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number C-2) Date Ja -3-a 60 3 THIS CERTIFIES THAT THE BUILDING LOCATED ON MAY BE OCCUPIED AS 5 7:-A`n• �7 w %/i IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. / / CERTIFICATE ISSUED TO U �7``e. 'Ale h7 P-S e9i Building Inspector IL NORTH o 0 E 4over 0 No. ,-Nww p 0 over, Mass., 0RATED P'? CJ BOARD OF HEALTH Food/Kitchen D Septic System � BUILDING INSPECTOR THIS CERTIFIES THAT........ -5.........0......... ..................................................................... Foundation AID—/z ? P* //0,07 'W/ has permission to erect.............. ....................... buildings on.....................................................14. 0 Ae_.. A/1 Rough AV(4, i v, 2 ................ to be occupied Ch provided that the person Laccepting this permit shall in every respect conform to the terms of the application on file in Final -this office, and to the'provislons of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR /eg d/610 a( (3 oa'o VIOLATION of the Zoning or Building Regulations Voids this Permit. —LL—e PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL IN, P Rough ........... .............................................. Service BUILDING INSPECTOR Fina AI 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 DEPARTM Until Inspected and Approved by the Building Inspector. Burner Street No. F SEE REVERSE SIDE Smoke Det. ' Location 1fl417 a A M AV No. / Date NORTh TOWN OF NORTH ANDOVER 4 ; Certificate of Occupancy $ S' Building/Frame Permit Fee $ sACNus Foundation Permit Fee $ 160 Other Permit Fee $ TOTAL $ Check # 10 C)C2 166 ,, 4 / Building Inspector Ii �f TOWN OF NORTH ANDOVER, BUILDING DEPARTMENT APPLICATION TO CONSTRUCT WAI RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING -Iory .t�. BUILDING PERMIT NUMBER. 7c4DATE ISSUED. SIGNATURE: Building Commissionerfim for of Buildin Date SECTION 1-SITE INFORMATION z 1.1 Property Address: 1.2 Assessors Map and Parcel Number: V 142 &boyvilte, Q /0,�?' 90 f`I r-e S�k 1'll 14/4SA Map Number Parol Number 1.3 Zoning Infomiation: 1.4 Property Dimensions: n Zemin District Pr Use Lot Area Frontage(ft) 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard R aired Provideed Provided aired Provided t.7 Water MG.L.CAO_ 94) 1.3. Flood Zona Lfa mefion: 1.8 SenDisposal system: Public V Ptivata 0 Zona outside Flood Zone Municipal F Oa Site Disposal Sybtom ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT M 2.1 Owner of Record Tal /owes o U LL.C. ` T �� q a� Name(Print) Address for Service: I Signature Telephone 2.2 Ownct of Record: O Name hint Address for Service: Z M Signature Tale hone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: / Not Applicable ❑ Licensed Construction Supervisor: r ,, eo :�!2,1 0 7 License Number Addres &3=dam- Y > Expiration Date SignaA;�e ' Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ ® . Company Name M Registration Number r Address r Expiration Date `uaLuf-C Telephone �A SECTION 4-WORKERS COMPENSATION(AG.L. C 152 § 25e(6) Workers Compensation Insurance atlidit must be completed and submitted with this application. Failure to provide this affidavit will result in the danial of the issuance of the buil inu rmit. Si ned a idavit Attached Yes......rl3 No....... SECTIONS Descri tion of Pro osed Work check all a licable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑___[_Addition ❑ Accesson Bldg. rl Demolition ❑ Other F .1 Specify Brief Description of-Proposed Work: U160cirrow),e -c, —.1flolt AMI me A S� -I (� SECTION G-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY` Completed by perittit applicant 1. Building r .DO (a) Building Permit Fee 6 / Multiplier 2 Electrical (b) Estimated Total Cost of�17 7 co Construction 3 Plumbing IF Coe. Building Permit fee(a)x(b) 4 Mechanical(HVAC) 5 Fire Protection b Total (1+.1+3+4+5) Check Number SECTION 7a OWNER AUTHORBE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 as Owner/Authorized Agent of subject property Hereby antlnorize to act on My behalf;in all matters relative to Nvork authorized by this building permit application. Si:?nature of O"iier Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, "U J �1.cO ,as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and beliet: i Print Name Si.onatme of O,,vner/Aeenl Date NO. OF STOI:IES SIZE Oji yNi� I BASEMENT OR SLAB 90 RD SUE OF FLOOR TIMBERS 1 J _ / 3 SP.LN D11v11-:NSIONS OF SILLS DIMENSIONS OF POSTS Dilvit,NSIONS OF GIRDERS ITiGHT OF FOUNI)ATION — I) THICKNESS SILL OF FOOTLNIG 00 X d t MATERIAE.OF CIl MNEY IS BUILDING ON SOLID OR FILLED LAND IS I311I1.1)LNC}CONNECTED TO NATURAL GAS LINE FORpa - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the from compliance with any applicable.requirements. applicant and or landowner i■. .■..■.■■■■ /lam .....■■.■.■■.■APPLJCAINT � LC PHONE ASSESSORS MaP NUMBER D c LOT NUMBER. �O SUBDIVISION �'v,YoSfi` I✓l P In/ l—� of�Ps LOTNUMBER� {rr STREET NUMBER STREET ...............I..■.... ........... .......� :: .. ,.■ USE ONLY 1..■r■ ...............r........r.........r..........r.*■a f•.r■■■■■■ RECOMIVENDATIONS OF TOWN AGENTS "ON .r■..■r.■■.■....r...............DATE APPROVED R DATE REJECTED C0 QvfE`4-[S Nt:r► DATE APPROVED 4-IVED TO DATE RL-JECTEDA' C NOATH ANDOVeF 1ANNitq4I L)G pAHTMZW DATE APPROVED i DATE REJECTED FOOD INSPECTOR-(ACTH DATE APPROVED SEPTIC QJSPECTOR-HF_ TH DATE REJECTED C OIvQvIE N.73 PUBLIC WORKS-SEWER/WATER CO TIONS ! ' _ZZ-v DRIVEWAY PER DATE APPROVED FIRE D P,4RTiv DATE REJECTED COtvtMEN75 RECETVED BY BUILDING INSPECTOR DATE :F1 VliaiRCH10N1)WsR 0 C 1 iF_S f'81 - 8 4 _ 20+ 00 / { A. cc IN X Ij j t i t I )X5 Br= 1 W, j C'fD t I j f? DECK XO � } 1 j i�42ko !IG 7 .1 71' 5 1 XO j Yi 2 43 s�OML CORP�fil: Growth Management Bylaw Exemption Statement Town of Mrth•Andover Building Department This farm,shall be,used to assist the awiding Oepattment in their determination of exemptions under section 8.7.6 of the Town of tVart Andover Growth Management ayiaw. The building applicant shall pmvide all of the necessary information as below, t nlarne of Applicant an Building Permit(below) Address of Rmper't<j for.Fermit(Cel ) esu c �-° q� Ntap and Parcel: P rpasta af�fpplication (check below)�� F c. i� miser at Appti ant • ,Y Single Family _Two Family I thst;itdabove property attest that the attached building permit for which this farrtr!a r,ampteted draw compty'aith tate EKE►WPTION section 8.7.6 of the North Andover Growth Mattag4ltment$yiaw, i also urlder5tand providing this form does not absolve me or any parry to this permit jearn:th t requirements of obtaining other permits required prior to the issuance of the Building Permit, �ientands oOut my irittlypretatiannly officially aaaepted when the EXEMPTION Building Permit is ssued ct to review by the Building aaa W an sactign 8.7.6 of the North Andover Growth Bylaw to above lot and the work as applied for on the above I ak in the buitdlnq.permit appliCation and associated attachments,complies with one or more of the fgtbyeinq sns ectioas indicated by a CtleCk mark This is an application for a building pirmit for the enlargement,restoration,or reconstruction of a dwelling in eruusctas as of the effitcbe date of tis hydaw,provided drat no addlilanal residential unit is created. The lata)wera/was created prior w May 6, 1996 are exempt from the provisions of this sdejOn 9.7 of the zoning This application is for dwelling Unita far law andigr moderate income families or individuals,where all of the tenatiors of 8.7.B.aare met andlor represents owelling units for senior residents,where occupancy of the units is rearm-."to saran persons through a properly,executed and recorded deed mbiatian running with the land. For pump of hrts Section'yenw shad mean g,*,rsona ever the ase of 55. . .,. This apptim'Wo Is a part of a development prajeet which vaiuntzrily agreed to a minimum 40%permanent a reGuct#art.in density.(buildable motel.hetow the densijj.(uWdalaw lata),permitt®d undarzoning and feasible given the envkGtmrttental conditions of the tract,with the surpiurt land 4qual to atimast ten buildable acres and permanently designated as open spare andlor famtlmiL The load to he pnss4rved shalt be protected from development by an Agrir utturta pmservatian geatricaon,Cbnaerration RaattiCaon;dedleatkn to the Town,car other similar mechanism AiWMWA gy the Planning Soak that wig ensure its ptateetion. This apptioarian represents a tract of land existing and not heid .by a 0eveioper In common ownership with an aejmoartt panel on the etf6tdWe date of this Seeman 8.7 shall receive a one-time exemption from the Planned Growth Rage arae Gevelapment Saheduting provisions for the purpose of construdrig ane single family dwelling unit on the pa=t This appilWten repreaenCt a lot which is ready for building permjts,(l,e,all other permits from all other boards and t`mca"ans,have been mcaived and the project is in compliance with those permits),and the Development Schedule does not aca mmadete Issuing a building pormA in amt Year,one building permit will be issued per Year per oeveiop until such time as the Development schedule""mmadatttes issuing building permits, Applicant must supply MWCCved form U with this SaMPTION. Please pravide any and all information than would assist the Building Department in making a determination" that yGw application is""wed ane or more of the above EXEMPTIONS, `y signing below I attest to Ne accuracy of the information provided and that the attaeicd building permit is aiiQwed an EXEMPTION as tied above. Further I understand that the submittal of misleading and or inacc�t-ata in ion, or the checking off of an above it which does not comply,whether done to my ;mowledg not.' grounds for iusat by the iii . epartment to issue a Building Permit. 811gnature or Owner or Aurh reea Agent a sr the maUled utlaing Permit Date This form must Ga auached to the Building Permit upon application for such permit s ✓IPP WO'IIL7tt0'/CUJP.2LG/L ll�v"(�GG.rkl(�Gf�((+IGL�U BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR is r t� Number: CS 077396 `s Birthdate: 0/02/1962 Expires: 03/02/2004 Tr.no: 77396 Restricted To: 00 DAV►D M STILSON _ 222 SEAMES DR MANCHESTER, NH 03103 Adminlstrator BUILDING DEPAR'I'lU�i T DEBRIS DISPOSAL.FORM In accordance with the provisions of MGL c 40 S 54,a condition of Building Permi defined by MGL c i 1, S 150A t Number-- Is that The debris resulting form this work shall be disposed of in a properly licensed solid waste disposal facility as The debris will be disposed of in: 5 Location of Facility Signature of Permit Applicant �7;�/�� Dace NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector riz �iii 1 Oruup 1a�::i7�-SS7160 Jun '13 2000 12:54 P. 19 The CommO(lWea)th of Massachusetts department of Industrial Accidents Office of Investigations 805tafl, Mass. 02111 Workers'Compensation Insurance Affidavit {, Please Print ��1�itlC�r1. -` ---- --- _— Phone i` un a homeowner perronning all work myself, - am a scie proprietor and have no one working in any capacity I aim an employer providing vvorkers' compensation for my employees Working on this lob. r Corn�:a.n name: .-address ��i �UrrTff/. r'�%'G�Cft� fry• lJ /7i' Phone2' I;rsurzance Co. ��mpa_y name: Phone# insut nce Co.— -- Poliva # Failum to secure coverage as required under Section 2:A or MGL 152 can lead to the impcsibon of ctiminal•penaities of fins up to 37,5Gti.co .Wlar'or naa}errs'impn5ccvncttt as well as civil penalties in the form of a STOP WORK ORDER and a tine of(yJ 00.00)a day agsinst mo- I u-1araf-S1;WV0 tnat a ccpy of this scatrxnont mby be forvraroed to the offrce a Investlgaoons of the Q A for coverage vatifieadon. r oo nervy czktdy ur cjar trio pains anU peaa".T of parjury that the lrrannafion ProvkW abava is hue acrd correct. ;signature Date Print narrne Phone# Jr[icial we aniy da not tivrrte in this area to be completed by city or town official' Q 9 p Buildin Dept '`.iac:l,f irnmc°a7itite rCs�arsa u requuz,d Building Oept p Licensing Board p Selectman's Office �:, ! r�ron: Pnore Cj Health Department Other. On'n.Hanr'S cOMPf.HSdT1UN . Forest View Estates Drawing Date: 7/3/03 7/ 3/03 10:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #69 - 162 Amberville Road N. Andover, MA Drawing Date: 7/3/03 Remote Area Number: 3 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:Light System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:VIC Model:V3610 Area per Sprinkler 190 sq ftl Orifice: 1/2 K-Factor: 5.60 Hose Allowance Inside 0 gpm 1 Temperature Rating: 155 Hose Allowance Outside 0 gpm 1 CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 161.7 psi Required: 93.9 @ Source WATER SUPPLY Water Flow Test I Pump Data i Tank or Reservoir Date of Test 1 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi 1 Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78 .0 psi 1 Elevation 0 At a Flow of 1540 gpm 1 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 28 Gallons Notes: Garage calculation. Of MASsq�ti 0 N 1S1t'�� IiONAL , .Forest View Estates Drawing Date: 7/3/03 7/ 3/03 10:16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 49.5 psi 1 1'i" "CG" Adapter 0' 120 1.610 62 0.0 1 1'i" Thrd 90 Ell DI 4' 120 1. 610 62 0.7 1 Pipe 11W" 40x21 CSC 3' 120 1.610 62 0.4 1 1;�" CPVC Reducer 0' 120 1. 610 62 0.0 1 11-�" Thrd 90 Ell DI 4' 120 1. 610 62 0.7 1 11. 11 Thrd Ball Valve CSC 11F19" 0' 0 1.610 62 0.0 1 11,�" Thrd Ball Valve CSC "F19" 0' 0 1.610 62 0.0 1 1;-1" Fingd Back Flow Valve Watts "00 0' 0 1.610 62 0.0 Elevation Change 8'0" 3.5 1 11-�" Thrd 90 Ell DI 4' 120 1. 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11,�" Kx21 Copper 50' 150 1.481 162 38.4 Hydr Ref R1 Required at Source 162 93.9 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 5.8 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 93.9 psi This is a safety margin of 5.8 psi or 6 % of Supply Maximum Water Velocity is 13.0 fps Forest View Estates Drawing Date: 7/3/03 7/ 3/03 10:16 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: 7/3/03 7/ 3/03 10:16 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD 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 5 TO W (PRIMARY PATH) HEAD 5 30.7 114" 0 0 213" 6.5 fps 30.0 30.0 30.0 0.16 gpm/sq ft 1.400" 1 0 61 0" 0.047 0.4 0.0 0.0 K= 5.60 30.7 150 PV 0 813" 0" 0.0 30.0 30.0 REF 12 31.1 114" 0 0 51811 13.0 fps 31.5 31. 5 PATH 2 1.400" 1 0 610" 0.170 2.0 1.1 K= 5.54 61.7 150 PV 0 1118" 0" 0.0 30. 4 REF A2 11411 0 0 10" 13.0 fps 33.5 1.400" 0 0 0" 0.170 0.1 61.7 150 PV 0 10" 0" 0.0 REF A3 11-4" 2 0 4017" 13.0 fps 33. 6 1.400" 3 0 2410" 0.170 11.0 61.7 150 PV 0 6417" 1113" 4.9 REF W 61.7 gpm PATH 1 K= 8.78 49.5 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO 12 HEAD 6 31.1 1;1" 1 0 213" 6.5 fps 30.8 30.8 30.8 0.16 gpm/sq ft 1.400" 0 0 310" 0.048 0.2 0.0 0.0 K= 5.60 31.1 150 PV 0 513" 0" 0.0 30.8 30.8 REF 14 1'4" 0 0 714" 6.5 fps 31.0 1.400" 0 0 0" 0.048 0.3 31.1 150 PV 0 714" 0" 0.0 REF 13 114" 0 0 2'8" 6.5 fps 31.4 1.400" 0 0 0" 0.048 0.1 31.1 150 PV 0 218" 0" 0.0 REF 12 31.1 gpm PATH 2 K= 5.54 31.5 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 93.9 psi Inside: 0 gpm SprinkCAD Lot#69-162 Amberville Road Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 0 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 5.8 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 10040 Supply P 80 S 1 60 40 20 - 100 150 200 250 300 350 400 450 5.00 Flow (gpm) Forest View Estates Drawing Date:7/3/03 7/ 3/03 10:18 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #69 - 162 Amberville Road N. Andover, MA Drawing Date: 7/3/03 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 ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V2720 Area per Sprinkler 230 sq ft1 Orifice:3/8 K-Factor: 4 .20 Hose Allowance Inside 0 gpm 1 Temperature Rating: 155 Hose Allowance Outside 0 gpm 1 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.0 psi Required: 85.6 @ 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 1 At a Flow of 1540 gpm I Make: Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 28 Gallons Notes: Two head calculation. %H OF M,qs ALLAN CAMERC m O � �ONAL� Forest View Estates Drawing Date: 7/3/03 7/ 3/03 10:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 46 48.9 psi 1 11-�" "CG" Adapter 0' 120 1. 610 46 0.0 1 11�" Thrd 90 Ell DI 4 ' 120 1. 610 46 0.4 1 Pipe 11-�" 40x21 CSC 3' 120 1. 610 46 0.2 1 1'-j" CPVC Reducer 0' 120 1. 610 46 0.0 1 1'-�" Thrd 90 Ell DI 4 ' 120 1. 610 46 0.4 1 1'-�" Thrd Ball Valve CSC "F19" 0' 0 1. 610 46 0.0 1 11-�" Thrd Ball Valve CSC "F19" 0' 0 1. 610 46 0. 0 1 11-�" Fingd Back Flow Valve Watts "00 0' 0 1. 610 46 0. 0 Elevation Change 810" 3.5 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 46 0.4 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" Kx21 Copper 50' 150 1. 481 146 31. 8 Hydr Ref R1 Required at Source 146 85.6 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 14.1 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 85.6 psi This is a safety margin of 14.1 psi or 14 % of Supply Maximum Water Velocity is 9.7 fps Forest View Estates Drawing Date: 7/3/03 7/ 3/03 10:18 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: 7/3/03 7/ 3/03 10:18 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD 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) HEAD 2 23.0 1" 0 0 4" 7.7 fps 30.0 30.0 30.0 0. 10 gpm/sq ft 1. 109" 0 0 0" 0. 129 0.0 0.0 0.0 K= 4 .20 23.0 120 PV 0 4" 0" 0.0 30. 0 30. 0 REF 16 1" 3 0 17 '3" 7.7 fps 30.0 1. 109" 0 0 610" 0. 129 3.0 23.0 120 PV 0 2313" 813" 3. 6 REF 15 23.0 119" 0 0 416" 9.7 fps 36. 6 36. 6 PATH 2 1. 400" 1 0 610" 0.099 1.0 0. 6 K= 3.84 46.0 150 PV 0 1016" 0" 0.0 36. 0 REF A3 11'9" 2 0 40 '7" 9.7 fps 37. 6 1. 400" 3 0 2410" 0.099 6.4 46.0 150 PV 0 6417" 1113" 4. 9 REF W 46.0 gpm PATH 1 K= 6.58 48.9 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO 15 HEAD 3 23.0 1" 0 0 4" 7.7 fps 30. 0 30.0 30. 0 0. 10 gpm/sq ft 1. 109" 0 0 0" 0.129 0. 0 0.0 0. 0 K= 4 .20 23.0 120 PV 0 4" 0" 0.0 30.0 30. 0 REF 17 1" 2 0 913" 7.7 fps 30. 1 1. 109" 1 0 9'0" 0. 129 2 .3 23.0 120 PV 0 1813" 813" 3. 6 REF 15 23.0 gpm PATH 2 K= 3.84 36.0 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 85.6 psi Inside: 0 gpm SprinkCAD ' Lot#69- 162 Amberville Road Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 0 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 14.1 psi (800)495-5541 r Remote Area: 2 Date/Loc: Lot#65 140 120 - 1000 Supp[ 80 P S 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date: 7/3/03 7/ 3/03 10:21 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #69 - 162 Amberville Road N. Andover, MA Drawing Date: 7/3/03 Remote Area Number: 1 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:VIC Model:V2718 Area per Sprinkler 160 sq ft1 Orifice:3/8 K-Factor: 3.50 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 50 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 116.0 psi Required: 56.6 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 100. 0 psi 1 Rated Pressure 0.0 psi 1 Elevation 0 Residual Pres 78. 0 psi 1 Elevation 0 I At a Flow of 1540 gpm 1 Make: 1 Well Elevation 0" I Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 28 Gallons Notes: Single head calculation. tN OF MAssq IWI m CIO v N0.3 9FGIS�� A� forest View Estates Drawing Date:7/3/03 7/ 3/03 10:21 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 16 32.1 psi 1 11W" "CG" Adapter 0' 120 1. 610 16 0. 0 1 11,�" Thrd 90 Ell DI 4 ' 120 1. 610 16 0. 1 1 Pipe 11-�" 40x21 CSC 3' 120 1. 610 16 0. 0 1 11- " CPVC Reducer 0' 120 1. 610 16 0. 0 1 1'W' Thrd 90 Ell DI 4 ' 120 1. 610 16 0. 1 1 114" Thrd Ball Valve CSC "F19" 0' 0 1. 610 16 0.0 1 1'-z" Thrd Ball Valve CSC "F19" 0' 0 1. 610 16 0.0 1 11-�" Fingd Back Flow Valve Watts "00 0' 0 1. 610 16 0.0 Elevation Change 8 '0" 3.5 1 1'-5" Thrd 90 Ell DI 4 ' 120 1. 610 16 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11�" Kx21 Copper 50' 150 1. 481 116 20.7 Hydr Ref R1 Required at Source 116 56.6 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 116 gpm 99.8 psi SAFETY PRESSURE 43.3 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 56.6 psi This is a safety margin of 43.3 psi or 43 % of Supply Maximum Water Velocity is 5.4 fps Forest View Estates Drawing Date: 7/3/03 7/ 3/03 10:21 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: 7/3/03 7/ 3/03 10:21 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD 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 16.0 1" 2 0 16'1" 5.4 fps 20. 9 20. 9 20. 9 0. 10 gpm/sq ft 1. 109" 1 0 9'0" 0.066 1. 6 0. 0 0.0 K= 3.50 16.0 120 PV 0 2511" 8 '3" 3. 6 20. 9 20. 9 REF 13 114" 0 0 21811 3. 4 fps 26. 1 1.400" 0 0 0" 0.014 0. 0 16.0 150 PV 0 218" 0" 0.0 REF 12 l�4" 0 0 518" 3.4 fps 26.2 1.400" 1 0 610" 0.014 0.2 16.0 150 PV 0 11'8" 0" 0.0 REF A2 14 0 0 10" 3.4 fps 26. 3 1. 400" 0 0 0" 0.014 0.0 16.0 150 PV 0 10" 0" 0.0 REF A3 1;4" 2 0 401711 3.4 fps 26. 3 1. 400" 3 0 2410" 0.014 0. 9 16.0 150 PV 0 6417" 11'3" 4. 9 REF W 16.0 gpm PATH 1 K= 2.82 32.1 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 56.6 psi Inside: 0 gpm SprinkCAD ' Lot#69- 162 Amberville Road Residual Pressure: 78.0 psi Total Flow: 116 gpm Outside: 50 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 43.3 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 - 10040 2010 Suppl 80 — P S I 60 - 50 gpm hose 40 - 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) rn t�UL I �1AKK B JOHNSON FAX N0. 9754756703 (tic, ��! P.XI 1 5 02 FORM J LOT RELEASE The undersigned,being a majority of the Plaxrning Board of the Town of North Andover, Massaohusetts, hereby certify that: a.. The requirements for the construction of ways and municipal services called for the Performance Bond or Surety and dated March 4, 2003 and/or by the Covenant dated November 9, 1998 and recorded in District Deeds, Book 5247, Page 76; or registered in N/A Ladd.Registry District as Document No. N/A and noted on, Certificate of Title No. N/A in 1Zegistration Book N/A, Page N/A; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on the following Plans: Lots 67A, 68A,i69A?70A, 7 1 A and 72A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turapike Road, Southborough, Massachusetts 01772", dra" by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40 y, Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Lots 23, 24, 25, 26, 27, and 28 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Tunapike, North Andover, Massachusetts"prepared for Mesio Development 'axe Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by Tva-W Design Consultants,Locus Map Scale l"=600', Tax Map Composite Scale" 1"200%dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of:Deeds as Plan Number 13362 and as affected Iry corrective plan Recorded as Plan Number 13727, and said lots are hereby released from the restriction as to sale and buildin ,, specified thereon. The Lots designated on said Plans which are the subject of this Lot Release are as follows: (Lot Number(s) and street(s)) Lots 67A, 68A, 69A, 70.x, 71A. and 72.x. as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Horne, Corp. of New England, 257 Turnpike Road_ Southborough, Massachusetts 01772", drawn b March'a y i nda& Associates, L.P., dated April 14, 2000, Sole 7 %':,4��„„l:`C 11Qu1kG1�t RJc2,c FV�arm]ALM Rtlease.doc MO U NI. 4. 2003:1 8, 5305 PM ,P U L T EiIARK 3 JOHNSON FAX NO, 8794756703 NO. 0'4 P, 2,'5 03 • i I°'=40', Recorded with The Essex North.District Registry of Deeds as Plan Number 13 76 1; and Lots 23, 24, 25, 26, 27, and 28 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Sal,em, Turnpike, North Andover, .Massachusetts"prepared for Mesiti Development Corporation, 11 Old Boston:Road„ Tewksbury, Massachusetts 01876 by IVIS Design, Consultants, Locus Map Scale V=600', Tax Map Composite Scale" 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 corrective Plan Recorded as Plan Number 13727. b. (To be attested by a Registered Land Surveyor) Lots 67A, 68Af 69Aj 70A, 71A and 72A as shown on a plata of land entitled "Plan of Lancs, Foresf View Estates, North Andover, MA, Prepared for Pulte Horne Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda&: Associates,L.P., dated April 14, 2000, Scale 1"=407, Recorded with the Essex North District Registy of Deeds as ]Plan Number 13761; and Lots 23, 24, 25, 26, 27, and 28 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision,Route 114/Salem Turnpike, North Andover, Mass�Echusetts"prepared for Mesita Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"==-600% Tax Map Composite Scale" 1."=200',dated Soptember 22, 1997,revised through 11,/3/98, and recorded with the Essex North District Registry of Deeds as Plan.Number 1.3362 and as affected by corrective Plan Recorded as Plan Number 13727 � � F'4�L ki do conform to layout as shomi on the above referenced Plans. 1I4F Qt Registered Land Surveyor C. The Town of North Andover, a municipal corporation situated in die County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Perform nce Bond or Surety dated March 4, 2003, and/or Covenant dated November 9. 1998, from.Mesid- Moore'sFall, LLC of the City/Tovm of North Andover, Essex County, Massacbusetts recorded with the Essex,North District Registry of Tweeds, I! C:IPu Iicllot n.callo f 11�rrh J-Lel ltlaaiaLc+o .IItouN. u. LUUJ"1 u: uHivil rri IrULILIM& a J'UMUN NA NU. dldUbblud NO, j`d U4 Boob 5247, Page 76, or registered in Land Registry District as Document No. N/A and rioted rnz Certificate of Title No. N/A, in Registradon Boole NIA, Page N/A, acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated above on said plans as follows; Lots 67A, 68A, 69A, 70A, 71A and 72A as shown on a plan of land entitled "Flan of Land, Forest View estates, North Andover, MA, Prepared for Pulte Home Corp. of New Englimd, 257 T=pike Road, Southborough, Massachusetts 01772", drawn by Marchionda&Associates, L.P., darted April 14, 2000, Scale 1"=W., Recorded with the Essex North District Registry of Deeds. as Plan Number 13 76 1; and Lots 23, 24, 25, 26, 27, and 28 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Tumpike, Nora Andover, Massachusetts"prepared ,for Mesiti Developmextt Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200%dated September 22, 1997, revised through. 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as flan Number 13727. EXECUTED as ascaled,instrument this Sth day of A ' , 2003. 4 Majority of t Planning Bodrd r Of the Town of North Andover Cal*ult�liut ivl�isa FV�hnPm J•t,ot 1`idc,�c�,dnc nJU1l. 4, 20EV ':54411( a ri PULTEflF),cn 6 JUNNZ)un riA Mau. 164=10 Lin COMMONWEALTH OF MASSACHUSETTS Esse, ss April S, 2003 Then personally appeared w�ea.4 , one of the above members of rhe Planning Board of the Town ol'North.Andover, MassachuseM and ac,l�nowlgdgcd the foregoing instrument to be the fxee act and deed of said Planuhxg .hoard,before ine. ko4taryblicc O?'Asomc 41. .714,w--v� My Conlmr ssion Expires, ,i CAPlAtOot rrimm FVTorm S-Lpt Rz1cUd,d4c --' LIlk!J,1 i) LttiJVJ Jai Jf UL I LIMP-A n Jut OUA rHA NU, bIMIbbM fVO, "A 5, 5 06 ESSEX NOMW 1.AWMMVW—ISS, �J 1 ° , �.s:._.. A TWE COF*Y:A. dee .I amom*ram r Sent By: PULTE HOME CORP; 1 401 738 6457' Aug-6-01 4:52PM; Page 1/1 C E RT I F I CAT E OF INSURANCE ISSUE DATE: 8!6!01 THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Pulte Hone Corporation of NE COMPANIES AFFORDING COVERAGE 205 Hallen Road,Suite 211 COMPANY A Pacific Employers Insurpnce Company Warwick, RI 02US COMPANY a Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EFFECTIVE TYPE QF INSURANCE _ y POLICY NUMBER —DATE DATE — _ _ LIMITS GENERAL LIABILITY GENERALAC.GREGATE — $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043 511/01 5/1102 PRODUCMCOMPIOPAGO. $15,00D.,000 ON AN OCCURRENCE BASIS j —_ ^ _ .— I _ i PERSONAL&ADV.INJURY $15,000,000 EACH OCCURRENCE $15,000,000 ADDITIONAL INSURED: 19RE DAMAGE(Any one fire) $1,000,000 I MED.EXPENSE(Airy one person) $5,000 AUTOL4081LE I COLLISION DEDUCTIBLE LOSS PAYEE: COMPREHENSIVE DEDUCTIBLE COMBINED SINGLE LIABILITY LIMIT $1,000,000 ADDITIONAL—INSURED: CAL HO 7682773 I 511101 ! 5/1/02 i (Owned,Hired&Non-owned) ! - EXCESS LIABILITY EACH OCCURRENCE AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 511101 5/1/02 STATUTORY LIMITS EMPLOYERS EACHACCILIABILITY .»»-...--. CC..DENT. .. ...»..«...»w __..... _...__...__..........__..... $1,000,000 MA,NVI SCF C4 3091815 j 5/1/01 I 5J1/02DISEASE-POLICY LIMIT � $1,000.000 DISEASE-EACH EMPLOYEE — _ $1,000,000 PROPERTY — i _REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYEE: I IN COURSE OF CONSTRUCTION: — - _ PER OCCURRENCE LIMIT MORTGAGEE: ( SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) i DEDUCTIBL.FPER OCCURRENCE OTHER I I DESCRIPTION OF OPERATIONSILOtMONSIVEHICLE PIECIAL ITEMS Residential construction.North Andover,MA CERTIFICATE HOLDER CANCELIAI N Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 27 Charles Street BEFORE TME EXPIRATION DATE THEREOF,WE WILL ENDEAVOR North Andover. MA 01845 TO MNL 29 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED ^ REPRESENTATIVE 06/24/2003 00:02 14017396457 PULTE HOMES PAGE 02 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSo%vare Version 3,5 Release ]b Data filename: F:\files\CSTISHARENecCheck\ModelEnergyCode'RASCHECK\Lot 69fv.rck TITLEr Lot#69 Huntington Elevation#2 CITY:North Andover STATE:Massachusetts HDD:6322 CONSTRUCTION TYPE:Single Family DATE:06/24/03 PROJECT INFORMATION: Forest View, North Andover,MA, COMPANY INFORMATION: Pulte Homes of NE LLC NOTES. Customer purchased elevation 42 a transom package, and 2 additional windows COMPLIANCE:Passes Maximum UA=523 Your Home UA=504 3.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont, or Door Perimeter R-Value R-Value U-Factor UA Ceiling l:flat Ceiling or Scissor Truss 20 38.0 0,0 1 Ceiling 2:Flat Ceiling or Scissor Truss 600 38.0 0.0 18 Ceiling 3:Flat Ceiling or Scissor Truss 1088 38.0 0.0 33 Wall 1: Wood Frame, 16"o.c. 972 13.0 0,0 80 Wall 2:Wood Frame, 16"o.c. 612 . 13.0 0.0 50 Wall 3: Wood Frame, 16"o.c. 612 13.0 0.0 50 Wall 4: Wood,Frame, 16"o.c. 972 13.0 0.0 39 Window:2852-3:Vinyl Frame,Double Pane with Low-E 87 0.340 29 Window: 1936-2 casement wl transom: Vinyl Frame,Double Pane with Low-E 18 0.310 6 Window:28310: Vinyl Frame,Double Pane with Low-E 11 0.340 4 Window:2046-2; Vinyl Frame,Double Pane with Low-E 19 0.340 6 Window:6-0x6-8 slider w/transom: Vinyl Frame,Double Pane with Low-E 45 0.300 13 Window:2852-2: Vinyl Frame,Double Pane with Low-L•" 114 0.340 39 06/24/2003 00:02 14017396457 PULTE HOMES PAGE 03 Window:2862:Vinyl Frame,Double Pane with Low-E 69 Window:2852: Vinyl Frame,Double pane with Low-E 87 0.340 23 Door:3-0x6-8 w/2 sidelights.Solid 0.340 29 33 2-8x6-8 service door: Solid 18 0.280 9 Floor 1:All-Wood Joist/Truss, 0.180 3 Over Unconditioned Space 20 21,0 0.0 Fluor 2:All-Woad Joist/Truss,Over Unconditioned Space 1 p Floor 3:All-Wood Joist/Truss,Over Unconditioned Space 21.0 00 0.0.0 48 Floor 4:All-Wood Joist/Truss,Over Unconditioned S2014 pace 9 Furnace 1:Forced Hot Air,80 AFUE 3 320 21.280 30.0 0.0 g 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 check Version 3.5 Release 1 b f fwlnerly MECcheci and to comply with the mandatory requirements listed in the RES cheeklnspection Checklist. Builder/Designer f� �1 Date Area Calculator: CDW 0 a a- Assembly Type Width x Length Gross Area 1 Flat Ceiling or Scissor Truss 2'-0- CommenlsfDescriplion t0�-0' 20.00 ft2 second floor Ceiling area 2 Flat Ceilin or Scissor Truss 30'-0" 20'-0" 800.00 ft2 second floor oeiling area 3 Flat Ceiling or Scissor Truss 34'-D" 32'-0' 4 1088.00 fl2 second floor ceding area 5 6 7 8 9 10 ul 11 w 2: 12 0 = 13 w 14 J 15 0 16 17 18 19 20 21 22 23 24 25 Lo m m r~ m v N CD m (rl m N `D OG+24103 11:58:10 Geiling Area Total:1708.00 © 111 L Area Calculator: w d Assembly Type Length x Height = Gross Area CommenlslDescripiior� 1 Wood Frame, 16'o.c. 54'-0" 972.06 ft2 front elev. 2 Wood Frame, 16"o.c. 34'-0' 18'-0" 612.00 ft2 ri ht elev. 3 Wood Frame, 16"o.c, 341-0" 181-0" 612.00 ft2 left elev, 4 Wand Frame, 16"o.c. 54'0' 18-0' 972.00 fit rear elev, 5 6 7 8 9 10 w 11 w 0 12 r 13 w 14 J 15 D w 16 17 18 19 20 21 22 23 24 25 r- 26 "Cr Lo m m r` m v ti N m m 0 M CDCD N "T N Exterior Wall Area Total:3168.00 LD 06124103 11:58:10 © 111 LO Area Calculator: w d o_ Add t4 Window Assembly T Unit Total Comments/ Library Name Y ype Cluantity Width x Height = Area Area U-Factor SHGC Description 1 2852-3 V' Frame,Dou 2 8'-3" 6-3' 43.31 86.62 ft2 0.340 Superseal Low E Argon 2 1936-2 casement wl transom Vin Frame,Dou 1 3'-11" 4'-7" 17.95 17.95 ft2 0.310 Superseal Low E Argon 3 28310 Vin Frame,Dou 1 2'-9" S-11" 10.77 10.77 ft2 0.340 Superseal Low E Ar n 4 20462 Vinyl Frame,Dou 1 4'-1' 4'-7" 18.72 18.72 ft2 0.340 Superseal Lour E Argon 5 6-0x6-8 slider w!transom Vin Frame,Dou 1 5'-11' 7'-7" 44.87 44.87 ft2 0.300 Superseal Law E Argon 6 2852-2 7122 Frame,Dou 4 V-5" 5'-Yj 28.44 113.76 ft2 0.340 Superseal Low E Argon 7 2862 Vinyl Frame,Dou 4 2'-9" 6'-3' 17.19 68.76 ft2 1 0.340 Superseal Low E Ar W n 8 2852 Vinyl Frame,Dou 6 2'-9" 5'-3` 14.44 86.64 ft2 o.340 9 Superseal Law E Argon LO LU 10 M: 11 = 12 LU 13 ~ 14 J o_ 15 16 17 18 19 2i) 21 22 23 24 r` Ln v Lo GI M r` 1-4CD c N CD 0 CD M 0 CD N N Window Area total:448.09 L 06124103 11:58:10 CD 111 r` Area Calculator: w d Add to Door Unit Total Comments! Library Name Assembly Type Quantity Width x Height = Area Area SHGC Description 1 3-0x6-8 w/2 sidelights Soaid 1 5-0" 6'-8" 33.33 33.33 tt2 0.280 Front Entry w12 Sidelights 2 2-ax"service door "id 1 2'-8" 5'-8'[ 1 17.78 17.78 tt2 0.180 Garage Service Door 3 4 5 6 7 8 U] $ 10 0 11 W 12 J 13 14 CL 15 16 17 18 19 2fl 21 22 23 r— 24 Ln 25 LO Cr M N CD v N CD m CD M M M N N Door Area Total- 51.11 LO 06!24!03 11-58:10 CSD t11 OD Area Calculator: CDw 0 Assembly Type Width x Length = Gross Asea CommentVDescription 1 AIt-WoodJal t(Truss,Over Unconditioned Space 2-0' 10'-0" 20.00 ft2 floor area over basement 2 All-Wood JoisVTruss,Over Unoonditioned Space 34'-0' 3T4' 108(3.00 ft2 floor area over basement 3 All-Wood JoisflTnrss,Over Unconditioned Space 16'-0" 20'-0' 320.00 ft2 floor area over basement 4 All-Wood Joist/Truss, Over Unconditioned Space 20'-0" 14'0" 280.00 RT ffoor area over garage 5 6 7 8 9 10 w 11 M: 12 = 13 W 14 ~ 15 J � 16 G✓ 17 18 19 20 21 22 23 24 25 u� 26 v LD m m N m v N CO m m m CD CD N CN Ftocr Area Total: 1708.00 L " 06/24!0311:5811 m 111 �RTIy Town o Andover� C, �- LAKE - O, dower, Mass., 9-6 -0706 ,3 COCHICHEWICK A0RATEO P'P�`-`� SSACHUS� FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT .... .................'G.. /�v ls........�.:�'....�...�........................................................... has permission to excavate and pour foundation at A")7se ................................... .............. ............. ....................... . for the purpose of..�v.�4.LD1'1' J.o . .. .! ?�t. .s al_1.I`!1Ji4G 1�....... /AJG►./G....�GS1 1e.00C'el The person accepting this permit must return to the office of the BuildingInspector a certified plot plan show of building thereon before Foundation will be inspected. J0 8 C I SO s06�u — VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. ............................................l ......................... BUILDING INSPECTOR NORTH Town . of �E X , Andover _ No. o dower Mass. 8-6-0?0C> 3 Coc"" � IICT( 1 ' ADRATED PS\V P BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System A, BUILDING INSPECTOR THIS CERTIFIES THAT........ V./ .! �S o Z /v. '. E ..... ......... ...................... ........ ...... .. ............................................................ Foundation X0 6 9 ��a �,.. /. ��, Rol has permission to erect..............1........................ bu-ildings on ..............._...`.............. +............_... /�. . !� . . ............... Rough /�jGDG/rJ / /J////OGJ,d+/ //a2G/ c��el ✓�--1Q�/G�C��f� Chimney to be occupied as./ ............. ............................. ... .......................................... ......................................,.... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. /DS e% 1 3 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough Service 1 BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. SPECIFICATIONS [PRODUCT ACTION REQUEST P.A.R. CODES DRAWING INDEX E � o ACTION REQUESTED: RESPONSE: DESIGN 'CODES d 1.00 SPECIFICATIONS, SCHEDULES, & INDEX M- d GENERAL RECVIREMENTS 1. work pge'emed 'Is. rah one following: PAR'99M 2.00 FOUNDATION PLAN INGROUND A. mese geoeml nates antes otnerwisM noted an plops a prod"ct DATE .-1199 ADD PARTIAL PLANS FOR OIL HEAT 6CNOITIONS PARTIAL PLAIDS FOR OIL HEAT LONOITIONS ARE MDFD. BASED ON C.A.B.O. BASIC BUILDING CODE - specifcolbns. 1995 EDITION Q° 6 B. Al app0col le local old sale codes.eaimn<es and regulations. EFFECTED SHEETS:2.01,4.00,4.01 2.01 FINISHED BASEMENT PIAN x C. In areas there the drarin s do rat address reet'mdo BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION the-fe,be mall be bow d a perform in sir t-mbar.with3.00 FOUNDATION DETAILS x mmumcmrer's,pedrications ane/or recommenor:liane, - BASED ON IAASSACHUSSETS STATE BUILDING CODE 780 CMR ELF, EDITION Q d PAR 00054 4.00 FIRST FLOOR PIAN j. 7general roles aro typical details apply thnougn0ut the DATE' 03/23/00 I.PROVIDE DOTH LPI 20 8 76A 5ERIE5 J015T LAYOUT5. L CHECKED FOR TRAP PROBLEMS--IbD7EOOW'O5.TO BE FOR BOTH 20 d 264-JFRIFS, 4.01 SECOND FLOOR PLAN I� job unlesse,Ifni noted or sheen. Z, 1 Disaeponcies. lire cathode,shall compare and..:'bele EFFECTED FOR 5 OOS OOA8018 OIA O oil Brewing,when m me aI a,,of the<ontrccar,a o"I'¢ncy 5.00 ELEVATION #1 � Z eeiM-he-naR 7rampNy repoR to the A h;teat fm proper adjustment BUILDING CODE ANALYSIS 5.01 ELEVATION #2 w o before poceeding with Itw work. E--V 4. Omisaini In the aeant certain feet urea of the can trr: n GAR'00155 5.02 ELEVATION #3 z E" nal rally shown an me dlawihi me;r a.nothudi.,shag be for GATE; DglOe!00 ADD 3-enR FRCNT Lona en neE. ANC suT ro.ol USE GROUP R-4 5.02A ELEVATION #3 - ENGLISH BASEMENT the some monde:as for similar condition:that are shown or noted. Z. CHECK CLE JOISTS IN GARAGE. Z. ADDED 2 X 10 GLS.JOISTS 8 OEL£TED COLLAR TIES.547 9.00 CONSTRUCTION CLASS: UNPROTECTED �] s aI wan s to Ge performed in a ccessitent Aman er mama' HEIOHT a AREA LIMITATION: 2 Del MAXIMUM HOT 35 FEET 6.00 REAR AND SIDE ELEVATIONS aasun a to r-red d practice and eonsi lho. h them:<r- ACTION REQUESTED: RESPONSE end suDDlicr's Ixmmnwndea installation procedures. Q EMERGEFKY ESCAPE: EGRE%OR RESCUE WWOOWS FROM SLEEPING ROOMS 7,00 RUii,DiN'G SECTIONS 6. Oi,.......shall be read or mtoalatei and ne smkd. SHALL HAVE A MINIMUTA OF 5.7 50.FT_ At dimensions ora tq the heagn amens noted ati ermes.r At drowings PAR'01-061 7.10 KITCHEN AND BATH ELEVATIONS w are at 1"=41 I,I/4°=1-0°)antes noted otherwise. 6ARAW HOUSE CEILIN61 WALL A55EIABLY:1/2"GYPSUM BOARD OR 516°5YP5JM BOARD P REOUIRPL-MALL M DATE 06/12/01 B CEILIMO Wi 20 MIN.GARAGE/NwEE DOOR. 8.00 FiRST FLOOR FRAMING PLANSCDNCAEfE/FOUNDAipNS INTER IOR STAIR PROTECTION: LATER OF 1/2u GYPSUM BOARD TO ALL SJRFALES IN ALLESSIll AREAS Concrete � II Provide Gptional Engdah Daaement.far eleoabolr 3. I) Provid¢d Optbnal Engtsh Baement for eleveBon 3.(2.00 4 00:5.02A:6.00 900) () B.OI SECOND FLOOR FRAMING PLAN 1. The-b,properties shelf be as Witee: 2)Adjust part.round9Llon plan d 5mr-com to match Pirst Motor. 2)AdJueted pert.famedaLlan plan R S.m-to match First Fk- (200:800) DESIGN LOWS- LIVE LOAD FLOORS' 40 PSA - 9.00 ROOT'' FRAMING PLANS Mtn Camp strep IN Min.aggregate 3)I.henge Foyer will!0 b¢2 r 6 tido-Frothing. 3)Change Foyer Wal to be i x 6 Eellaot Framing. 14.00(0)'4.OI a 5.00-5MA;7.00:8.01 e)' LIVE LOAD ft00F 35 PSF(MIN.TOP LORD) E..t P Sine Slumo 41 Lhanye l'lmdow R.O.+ Oa to Window RA.+9"P Opt Day Wil ch- 14.00) DEAD LOAD FLOOR AREA 12 PER 10.00 TYPICAL WALL SECTIONS w Footings 3000 1/2-1 d"(i/_1•) 4)Lhan d Window RD+10"to Window R.D.+9"6 0 i Be VM,,I (4.00(6)'6-ONE)) DEAD LOAD ROOF:17 PER(TRLSEE5) Slab at xo0(IE Vz-1 +/ 1/z) 9e P y5 11.00 STANDARD INTERIOR/EXTERiOR DETAILS grade 3500(EXT)GARAGE DECKS.40'SF walk MOO 1/2-1 4"Ir 1/2") ACTION REQUESTED: RESPONSE: WIND LOAD=18 P5F 11.01 STANDARD DETAILS 2. Caterer,work shall conform to ul rounremen(s of ACI-318-89 5T IR LOA05=40 P5F .,d ACI 301-72,tpaeiNeotion:for It",w-ot emcrela tar b"gdni 5New LOAD:3B PEF 11.02 STANDARD DETAILS 3. All reird.h.e,l,anchors bolts,pipe sleeves and other inserts 1PAR'02-331 shag be vas ni ay Zmed i,place before conerea is untrue. DATE: 09/10/02 11.03 STANDARD DETAILS 4. Pr ds 95%bmHII mmpndis,at 6"layers a.all Wabs 12.00 STANDARD FIREPLACE DETAILS W- al fee ings. JI to be of apps,:'material. I.R.M.-b�emerd bean 1122 with&.h boom a match fbor.gat- I.Replaced lac,-t bean'122 with fl eh beam to match fbor system.(200,2.00e,8.00.DOW ATTIC VENTILATION, 1648 5F./307=549 5F.REQUIRED s. Referents fauMahan totes for re:nrorcemenl requiranenls. 2.PrOvde mntiruw,4-spaT neem For baeanwnt to replace beem'IN and 921. 2.P--d d central 4-speh beam for basement to replace boom'126 and'121 and gava the RIOOE 13.00 BASEMENT & 131 FLOOR MECHANICAL PLAN fi. Tool ed of control Ms and al.lab to tall'TMs. VENT=46 L.F.L.F,x.085 FREE AREA/LF-391 5F. 9e pi N 3.verity beam reTereroe numbers match ceks. Beam me reference 920 card reference 1171 wea-.moved.(2.00.200,.6.00,B One) 51f VEN1=103 Lk,X.045 FREE ARWI-If=4 eo 5F. 13.01 SECOND FLOOR MECHANICAL PLAN o re exterior slab-on-erode emcrele shah ethos at less then 5X 4.Omll TJI f-mri plans. 3.Verified b.em reference numbers match cdca.(4.00,4.00..4.01,4 Ole,5.00-00±,DOZ.,8.00, than 79.au enhOlnment. TOTAL 817 B.DOe.6.01,BOIe.9. 9.00"16.00.160q 14.00 BASEMENT'&FIRST FLOOR ELECTRICAL PLAN O I�unduFootn foe tins are siown an the sec ons unless otfnrnise <.OmRted iJl from Mg plans(8.00,BOH T a"N g D MINIMUM R-VALUE50FOPENINIW GLAZING V IRVdea-z O5 14,01 SECOND FLOOR ELECTRICAL PLAN noted,fee has shall be um 01 12°into argnat _. - andaarbad so And f 2a"belaw i r shed grad, Ci 1 a1 1bm R vdaa:136 15.00 OPT. SIDE SUNROOM 3d' Frederick Ca.MD&H ham Tawrehp,PA Gly of Eederck,MD: //�//' /J P07R!5 Entry R thai '4.97 15,01 OPT. FLORIDA ROOM 42" Rhode Iso d48 M') Yfl ere requ red step 1w1'ngs a rota of /^ �- �(/e._.0 SGDR Velre 159 r� yid 2 rare .1 t I C V V� bey,C 5KYLl6HT5 RYdae-3s 16.00 OPT. 3-CAR SIDE LOAD GARAGE PLAN & ELEVATIONS _ 2. Where codllens develop requ rng changes'r exmvot ons antes.nag be mode as ahedea by the coot hniaal E��t r. 16.01 OPT. 3-CAR FRONT LOAD GARAGE PLAN & ELEVATIONS 3. Sail i-,ligation and report: All earth nark,compaction j VOLUME CAL6ULATION5: 11:52 c.f.EASEMENT SLAB AREA X WALL HT. amt Notion re chill he done per recammaring calculate. ns°!soil 12171 r e FIRST FLOOR FIRS FLOOR AREAAREA %WALL H1. F•-•4 ve;l'20DO report. Concrete slab end fcm.g.colcpN3 es are based 'Y 13504 c.f.65E6ONPSA615 FLOOR SECOND ALR AREA%WALL Hi c 2 STORY SPACE X 9' y on a 2000 psf value. M the site test t rings indicate lesser slues, yw' \/\^� 3900 c.f.GARAGE GARAGE X ID' In001y Arehitect se That necessary Mradmil modifieal'uns can be made. ''y` ` v l _,( 4116,f. ROC'F ROOF O �j CARPENTRY (/ `•I TOTAL 45643 hL E..K Winter cmde �. ,. All joust,uat alNas.and headers shall be,these otherwise -guvl�0�14 hated,Hem-Fu I2 riLh the fllaw;ng rnin4num al-ole stressesand modal,-of eIOSGcdy: / ,AEdrarne fiber stress F6=850 P51(Repel.member) rU•{ rX1 4 0, 'Vie cal sh¢or. Fv=70 PSI C. Cohm-ees.,perpendic",to grain: ra-4G5 PSI ABBREVIATIONS 0. Modmus of resebrity E=1,200,0•JO PSI 1. Hem-fir may be subsfiated,subst"bed species shell meet AB. AN'GHOR BOLT GA GAUGE FEF. REFER TD REFERENCE f�l eeceed reRms-ends note ub- AJF f. AHO VE FINISH FLOOR 6NV. 6AI-1.1 ED REXJF REINFORLIN'GRENFORLEO F--W ADOERA . ADJACENTIAPOLEIANLE GL. GENL CL1JiRAC.TOR REO'0 REOJREO SPF allgratle properties(2 X 4 a•2 z 6; AFT. ABOVE FINISH TREAD GEN, GENERAL RMS. ROOMS �O Do=676 p91 ALUM ALUMM, GYP Sit, Rrbe RANGE Fv 70 psi AN LH A- G.L. GLUE LAM r.D. ROUWI OIEIJING - Phi=475 psi •k AUCtE R. RIFER Fc=675 pe; ARCA ARLIIITFLTURM, lMN.H. HARDWARE RNO ROU. i E = 4200,000 psi 9 Ar W.V. HARPIOvWIT. HEINNITT 5G. SAMCUi �o WOOD ENC NFTRCD FPNIED SSTESAS a0_ aOARD WRZ. HDRRZONTALRORIZLNTALLY 5CIEM. -MATH W Truss dlOgrams shot design intent mly. Truss manulacamr to atLG. WILDING 40. SRI, SIE'-F vedfy a0 spam.,dimer-re,PLehas,tic,and anoint shop aM - BEAM HER NEAOFF ENT. 5dEEETiiNSS� e dmwin s to fokmfon. BTM BOTTOA N6 HOSE alts SW. SWILAR yam. 9 P"°r BIX6. BLIX,KING 5 t 5TAIWE5657EEL @s f10,Trusses B REARING I.D. INSIDE DIAMETER CTL. STEEL m� 1. Floor trusses: -engineered t•"sse4 Floor truss 6 BRICK NJGR. IN GROUM ETRULi_ STKJLTURAL o O'im� menulmarer to supply shop drowilgs and section droeings.Shop drawings BSM: BA�AENI INSLL. INSULATION y/5p SUEREu510N z� r1"sl a seoled by a Per-ionol en-,registered in the INT. INTER TOR Ecp S..IDIAG GLA55 DOOR �9 $ d5 g j,de CJ, LOIJIROL JOINT 1.5. INSIDE LCRNER gOvemin diction. 4 CENTERLINE E0. SDUARE �'-' iS�m 2. DcOr Truss,.shall be desigrred to unit dtl1 eCNon t0,/480 le LM N. CONCRETE MAGONR"UNIT IT. JOINT TO TO-LEAR EE I.r live lace end for a dead load o1 40 PSI,112 pts'. RID—-i COL. COLUMN 1&0 TONCLIS AND GRWE E of deferent lengths the dellsetce of the Ni spun shot.govern. CON,. CONCRETE 151 KIPS PER 56VARC ICH TG5 TOP OF GRADE ELAI5 the shortest Spon shall groan. cm CONDITION iFM TOP OF FOL'.ATION ViALL ED a_'�mr^_ CONT. LON INJOJ5 LT.WT. LIGIttWEIGNi TYP TYPICAL 1I��I joist:Pm-etgineered jo'ata I-joist monalac m.a-apply L%5T. CONSTRUCTION LT ,IGH! T TREAD a S4 �FaOg n naafi calculations sealed b a profeai0nol engineer re d LT5K. COUNTERSUNK LYR. LWYER rR 10MELR00 REVISION TRACKING i= eqi n9 Y 9Mtcre L0. LAaEO0PEN1. l..T_ LAUNDRY IUB TRO, TRIPLEO> N the governing jai idem.Connecll0n-and details shod be as shaven CANT CAIITILEVER n��C r-Ng w On plans_ CT. CERAMIC'ILE MAS MA:AIAY LAID UNLESS NOTED OTHERWISE Lp DA IF -,Qiu LQ QATE NOTES `; qGi 2. floor t shall be deli ped a 0mR derlatioh A l 480 C,, CEILING MAT. MATERIAL 00054 C3/23/00 LPI Fli 6'qq z -pe 9 / CM. (ROAN mWW MA%. MAXIMW 4YRl. VERTICAL ��„y<YV OI five load Cad for a If d load 01 40 PSF 412 PST. Rooms surNatirg CR. CHAIR RAIL wp0 V.IF. VERIFY A FIELD 00155 09/08100 GARAGE of different lengths the delfaIm,of the sheerest span Shap,govern. MEDIUMDEN51`T OVERLAY M WASER 01-0761 C6/12/01 ENSL1511 BASEMENT the shortest son shell '' D MEGs MECHANICAL. / P 9°"an 11,- MN, MINIMUM N/ Woo 01-335 69110/02 STRUCTURAL ItK ROOF Thus. d PENNY M.0 MA00ART IDPEAING �' MOOD 1. Roof Tresses: Pre-E eered Pusees. Roof truss manufacture•to-a 05L. DOVOLEF, u'ELJF9 w1R rABRIc ^J n9m DWY DIA. DIAMETER AlMil. METAL. Vq OR W!O WALKOUT i'' shop drowirgs aM eredi'on drawings scaled by a prefssaional engineer regisl<red DTR. DIRECTION ANCA W'APOW in the governing junou Tan.Connections uN details-111 be as shown ON DOWN NIL NLi N L-I.T D LJ rD on Plans. O. DOOR V 1 (r> 1 1M51 IJOf TO SCALE OW CISH WASHER OL. ON CENTER • DAG DRAWIWi ODER. OPERATOR 05. DLWA' Opti OR Ott DETAILIL ENINOOPT. 0,10i ' E4 EACH 056, 1 SINANO eye- aRAVM BY E.J. Exr'.N51t NT 0Z. ONER ELE1, ELECTRICALO I/R of ROD ELEY. ELEVATION I/L ORE SHELF Eu. EQUAL PL McCAST GROJrJ� F/NJ5HE0 ELVIP EOUIPHENT REV No. DATE EXP. tXPANSIOU �D' FLATI(1EapPRO 50UAREFOOTA6E5 50UAREFO�TAGES EXT RIOR P�AIE EXTE01-335 PM110/01 EACH END �� FL-�Wt)00 '/R57FLOOR /4/9 f/RSTFLOGS" /4/9 PF. IR-FPERICATED .;E OrIOFLGOR /546 .`,ECGNOFL(iJR /546 FlG FLOOR COVERING CHANGE PR aAIR ASf 7 JC9 NUNBLTt ,or FLUOR DRAIN PROD. POLAPS IPSoJEcreO GAR4GE 390 GP•'flN BSMT .5 rB®cU FAN. FOUWATIAJ P51 POUNDE PeRRO.E IN. FUR, FLOOR PES POUNDS MR 50F, REC ROCM S59 FP FIREPLACE IT. PRs-,E TREATED T074! 4619 ST(/OY /Nl Film FFR,u•`5 BATH 3J A1203TB P1 Foar/FEE: WAD. auaDRL,rLE RpR/Oq ROOM 140 ta-NUm FTG FOOTING GARAGE 190 TOTAL 4349 /D n SP-CABODwc re,05/05/9 8/30194 ABBREV © tin U UCOPYRIGHT 1999 Pulte Home Corporao �- R O H 61.2' 63_01, 14,.11„ N U) 2@53 OH _211n DH 10.0 6/0$5D T0. 2x6 16"OC.STUD WALL 3050 SN 3050 511 DPI.bio IRI r - - - -- --1241-X Iw. 4211 EE, gEE 21J'1}15f EE- Q112f SBE OPT.STUDY OPT.REG ROOM E%TEND m- R 1NsuLAnoS 5TOR/MEGH RM 2`4" F z FwO PART. FO ION PLAN B OPT.WALKOUT GOND. PART.FOUNDATION PLAN OPT,FLORIDA ROOM L06ATION W/ OPT.FAM.RM.MA5.F.P. - $ •. 741.0" 5LALE'I/4°',.Ou 15'_4.. I r l J 1 NOTE- 1 6xf CECK F05T5 W/J I INFORMATION FOR OPT REAR ♦♦ I 16116 X 4B"DEEP FLOR IDA ROOM --- T - LONL.FTG 3.00 - Ou 161.gr' 10� O OPTIONAL PZtLA5T-a T L GARAGE CONL.BULK HEAD O.O 00 O e I 3. ao H-4 r _ UNEXG VATED A T, o� B%9 21 v cONL.IINiEI W/2 '4 TOP&•,90r jTYPI T'101' IO"POURED CONL. p ~o 1---1 u 69/pj LJ TO.W' P UW.YIA LCN 9,1 OtJ RETE W/� �ti•° 2/9 OR WIOPT. d"4" '16"X10"cow".FOOTING / FIBER MESN 6ULK EAD-REF.A-3.00 TC.51 SAD J 30'X I7"BOOT WOW I SET FLUS4 W/TOP OF UNF IN I5HED 30'.15"65MT WOW _J O J I FCN WAL_.OMIT LL STORAGE SET FLUSN W/TDP OF C O K d WALL = @ W/0 LOW.(TYP.) FON WALL.OMR ALL DS = o - _ EXTEND SLPb i0 r�$ L OF L L� „L OF LCL -In E W/0 LDNO.ITTP.1 _ _ - Exi'.FACE --- __ a aLl" 51.y ly 3 0v 15`0 IU' - III _I - C M 16-2' 0 N510E 12-13 � LNTR.LME N m v o FOUND T[ALEX OF COLUMN 011 12Ld' 3'-3" 2'�b" �LAHUS f Z UNIT LONG. PM11570 VERI� 1 SL __ --. _... II , 3 V2 oxll ----- 100 VEV _ EEVE f OVEFDIG ---_--Fp LOCATION FT6 A5 J i 1/2"6X11 OA.AI71_ 11 ITL.L01..ON 36°S36 SIZ' GA.AOJ. G REO'D TOW 7'-0° CONC'TO W/'4@12°OLLW. 5TL.COL.ON 36'X36"XI^-" BEAM POCKET j® R L L REF fOK FLAN LONL FTG N'l'a @ 12"O.L.EW. ftEF.K 3.70 AH'J21 >< y BEAM PDCKET _ EEK '----- wll 3.00 o REF.K 3.00 r Z './41(X 9 I/Z"L'iLFO r - ,J ( - REF FOJNDATIOTI PLAN 2-1 3 4"X 11 i/e' VL 21)4"XII 2/8°LVL FLUSF� W/OPT.DR ION 5.9A LON I%OJ5 -SP _� _ FZ Tsy e BEAM J 120 14 TK -i 15.E _ L.9 _ -6,i '� � o C 3 1/2"0X11 6 RE FRIAG ISTL.LDL ON36'A36'XI1" - 31/Z"YXII GA.ApJ. - GA SLPB N I wa- OPT.FOUNDATION PLAN @OPT. FRONTLOAD GARAGE - G FT6 W/'4 @ 1 Z"0__c w OPT. 54 5TL.LOL ON 36"X36"X1211 - '~ $ ~ n f--, ROUG+W -_ „DNC FT6 WI'4 @ IZ"06L" B a m`6 m T'l6" 3.00 74",8 12 CONL FIG W/ - T.PLUMBING 'ate CALE I/411=I'-0" 10.0 Y K - :L 5M.15.00 12"OC EACH VIAY i .. I 9 - 0" IB'-4" 0" /1 FOR DOL Iwo. _ T'.T n 0 SUNROOM _ 6,+a-------, �Z4"xO PTO" _ H _ E". LOML.FTG. 6"SLOPE <= " 13.00 _ �' 0" K i.O.APRON RAKEA'ALL= I GARAGE - 3.00 w BLOCK ON V L DPT oPENRA'LING -_ UNEXCAVATED wdP i --sp EXTEND SLAB 0 s m l o - I CONTROLLED FILL .�{ I a tr m Z a _ F EXT Fn A� b1.a`\ _ �coNCRtrE n'/ 3.00 _ '^w - FIBER MESH` �_ < ---- -- -- co rr- 3.00 - Qoc w 3.00 0.0 I J 3.00 11 IL-----_- -- `�-_ @BRICK a OVERUIG PROVIDE GRAIN TILE AROUND TTo W. o m - PCRIMETER OF FWNOATIGN � - A5 REQ'0 BY APPROVED 3.00 v 3 ORANN RY. r 6EOTtLHNILPI REPORT. W/O'I.BN ILK 4" 0., 20,.a,l 3.00 _ DAIS:I/13N9 541-0" R REV No DATE .00 02-? C9/IOICIt 4v; v�9a I J.TB NUNBER FOUNDATION PLAN B OPT.SUNROOM - REVERSE G O N D 1 T 1 O N _ 51203 PARTIAL F U N P A T ION PLAN 5LALC:1/4" 11 - - E1203FONR D � = EHLEI NUNHLH 00 OPT.FOUNDATION PLAN B 510ELOAD GARAGE 0 EN6LI5H 6A5EMENT GOND. SCALE I/a°=I'-@" © COPYRIGHT 1999 Pdte Home Corporation S>� OPT.BOXOUT WINDOW REP P-1.00 .f 12 N a 11 4 O "5 BFIF 9 r O N ALL LASE—� cv D OPENINGS SHALL HAVE - �SPME CASING IIE I6HT5 A50PENINGS W/DOORS - � A L WALLS SHALL BE 2 X 4 UNLESS All OTIERW15C DPT.41i1 50\RY _ py FIRE B 7.10 Imo. ALL Int FL.R.WINDOW NORSE 94'AFF.UNO. REF 5HT I 00 FOR L -- — - SFT ALL MDT.W'INOOWS HOR5 a B2 5/9"AF.S.U N . ADDITIONAL FORMATION. -- _ REFERENCE LORNICE OETAIL5 FOR 2nd FLR.WINDOW I Q' YM"R� 2/8 WADER HE OPTS + UP _ THIN SET ALL CERAMIC TILE OVER 5/8°UNDERLAYMENT l� FLUE -- Pw �J 3R ALL WINNOWS 5HA-L BE TRWRED PER SPECIE.LEVEL !�/ aJ° '•DR I m /SET ALL TUBS ON 90'FELT o = ~i R.(]�' -- FROVID MINUMA OF 4"RETURNS a ALL OPENP:G5 BEARING NALL o `, O 7 f q ALL ANOLE0 NALL5 a 45 OEGREE5 U N 0. o ` E-' EN 1 ENTRANCEDOORSBWINDOWS WiIXTRIMeBRICK'LAUDIT10N5 SHALL HAVE EXTEND JAMBSALL BRICK 5lIRR0Uu05:Nti.L FROELT I°,1 1'-4" 41-6° 3'-4" �1 3 T 20 MIN UP _ 1 DESK FA LY RM o GENNDTEB or , R j a -- 41 GARAGE - ' OPT. GOURMET K ITGHEN 5INGLE FHA GOND. PROVIDE I LAYER GTP. ON ALL WALLS. i 1 PROVIDE LAYER GTP.BD.-3 CEILING SCALE I/4 I'-o" �s u /"=I'-o11 ^� - - - - OPT.MASONRY F IREPLACf- w s "IiNDeR/iuD°o o'R Fi�s o AREAS SCALE 14" O" 1 V (3)1 3/4"Y.18"LVL I= 541-0" 1 W/6)2%4 E F_F_. a 12-IOVOITAJOJ MOOfl AOIA3J9.190 � 20,-.I T--1 OPT.2/8 1 In a --------------------------------_ 1 1 19'-8 I!2°% '13'R I/4" -_ ---' I2'fi" — - 30"ATTIC 9{ITE 000 — 9;'III------_- 11 9 B-4 f'-9 11112 Y.IO Wim_ACCe55 PANEL ,( IU /Z° 34'-111 2 ' - __. 25 0 (Z�("I5 E.E.W/2O kIN. o �. _._._-_._ b'6 " s41_O° 4T-5 V2 4o-I 6-9 3/a.. % y.0" �— = 121tIz n IIO�W/ OPT. L6x4x3/B LOSE I�Nc4A L00 EW/ SiL.Af,•GLE e OPT.Bk ILK 5TL.ANGLE P OPT.BRICK II REF Il"I ---- /// 20'-b11 I 12'-N".' .�I T '� ,, 9'x7'GARAGE DOOR Bxi'GARAGE DOOR F—R R EI 1= .4" VA RO.•9" 2i,4 (/f r _= o I'_4 NOTE. ., YW " _ o 'I 8LIu REF W.15Z F FOR ADDITIONAL 1 1,'I V I I- Y INFORMATION FOR OP'.REAR 3N5 FIX B II 1 1 1 J J J C .O 0 FLOP DA ROOM SAFE uLA55 7.010 116 —\ ----- 2.2 ----� - -� 2.2 IO c IL186 TWIry C5Nr;CD 1ii �. •� .p. ti 1311952 DH �� 9 PT.bOXOrF DO ?E7X50./ZJ+zS F F. 1 /0 560 STI. Z957 OH THIN 2952 OH TWIN �W t313O5U nH °: -�, tom-OPT:610 -I -��O5o 5H MIN; - 3oso 5H.TwI PART.PLAN E OPT.FRONT LOAD GARAGE a I PI 909WTJi'S\I\W 01 X i-5-�I PHIL � 1 � A'3/$'`X-9liZ�XL--' - __./ o SCALE I/4 I'-0" .4J 3J4-X.d4'LVI.�. eWOONIW.T39 F X SIC)3\W t`0 1_X (.1'J�12)52 EE. I .3.9 ea(•LIa rIA �wr 14U'14G eEe. i e 113 1 A ON 1 115 II4 - m ` T1'AFF PA55 THRU 'Q ^g 'V IF W/12 WALL c'E \ NBOVE REF*11.01 I I � 0 _;DINING �C'� KITCHEN { ; NOOK "I STC 42"GRECTVENT FIRED?LEI - a , Naa "'. T OPT.FREFAC IREPLPLE - - w^ REF SHT 1200 FAMILY RM ry o ��W7 Gs` �2ya m l bN1. D 6'-I" -Ilei Z1_yn 3l.4ii I I 2-4 F REF 1 IO 1868 L.O. FLUE - NEEWALL 81',811 COL o K - g 108 REF.NII01 (LID 3/4"O VL W/f4I2X9 EE-� � BEAR 16 WALL O 5 - � __- OL.O.BE IN6 WALL c /4 BEARIlIG WALL OPT )?Also"cw. F TC -- ...--�p _ o h m Lo m 1 20' 2!9 2i-0 /-' LNEOF STAIRS � a m 5UNR OM o -o Omni uR weusHBaseMOF5"" REF.5HT 15.00 re e `w _ _ --- - W 44 PNLS `V 2 VARAGE � � 0 _o V � z �,^�no �Si V �N� 3=l 11.pn �,�, 2oG Qp 3i.gli: =` o yl �a a '2i bn s - _..... - a _ VIDE LAYER GYP.PD.ON ALL WALLS. n o '--" PROVIDE LAYER 6YP BD.%661IN6 rc - _ 5=5° _ *PRO 6 a o DEL 2/b ^ _ _ _ OPEN RAIL 'W/ LATER 7/IG"056 W/R90 - - INSU'-.UNDER 2ND FLOOR FINISNF-0 AREA5. IT µ{ ag; 34"AFT i L113RARYLL Pr3 1 3/4"X 19°LVL WV6I ZK4 a E.E. s 1 FOYER o e2wiPu __ ___ '? o II Y, oPi.5HLV5-- III o 2 REF.N-II.OIm PNL F,N'L r' _-__22'- --_-___- 570RT o I'"WALL LADDER—+I I C � REF.N�I'�01 - _ RTTIC ------ - aL_J ACCESS PANEL t - ,NO _ �_ 20 MIN. w r,IL1 6BALL00 RAMS IPNLoall 0 2-XIO VP 2-2XIC IA/�•PART.PLAN - EFF EV` .1215 P E F 121 :19)S c zr; - _ o DRAWN BY: "II OPT. 5UNROOM 1.0o ECA T60%.-5TOOR 2E52,pH 2852 DH PART.PLAN @SIDE LOAD ARAGE SCALE:W'=F-O" 3O5o s 3D5O 5H - B ENGL ISH BASEMENT DA IJ0J99 NOTE (0 _ ' p" <I-OI.REF ELEVATION5` OJECTEO FORI!!" 34056ALE 4 S STOP LOM MONS, IZ' " F r - REV No. DATE �' t 51. 02-335 09/10/02 2.REF.TTPILAL WALL 5ELTION 5HEE1 FOR 1 GENERPL N07E5. 4• FEE EtEV �NEF.ELEL._��1 F R V 52 - 9'-8' S'-z1' 3.REF.FLOOR 6 ROOF FRAMING FLF -' )OB NUMBER L5 1203 PROJECTED FRONT, �y\]q��/.[,�w _`�J'� v �'� r - 'b C1203FPiR _ �r �. - - _.. SHEET—BER = F1-R-5T FLDOR P LAN - REVERSE GOND IT ION = SCALE•1/4"-I'll" 4.00a © COPYRIGHT 1999 Pulte Home Corporation DF �� _� _ . _a_._ .__.�--.-�__ r � � T `V ALL CA5E0 OPENI1,165 5HALL HAVE On SAME 6ANN,6 f 16HT5 A5 OPENING5 WI 0"5 ALL WALL5 5HALL BE 2 X 4 UNLE55 NOTED OTHERWI5E ALL IaL FLR.W'INDO'W'HDR5 P 94"AFF.UN.D. 5ET ALL 65Mi.WINOOW5 HOR5 P B2 5/9"AF5.U N0. x (7 REFERENCE CORNICE DETAI 5 FOR Z� ft.R.WINDOW HEADER HE L5HT5 THIN 5ET ALL CERAMIC TILE OVER 518"UNDERLAUMF ALL WINOOW15 5HALL 8E TRIMMED PER 5PECIF,LEVEL Z TO C TER Of "i°CENTER OF MT ALL TUB.GN 90'FELT = O r� 80RM NOOW OkE551NC+N'WO N PROVIDE IAINUMUM OF 4"RETURNS B ALL OPENIN65 �_ 2442 F ALL ANCAEDWALL5 E 48 CE6RFE5 UNO. G:7 28405H7 ENTRANCE OOOR5&WIN9OW5 W/I X TRIIA P SPICK � tie 2-2X10 CONOIl IDN5SHALL.HAVE EXTEND JMIB5. -4 0 F 2 7.10 H hJ 48 x ALL BRICK 5URROUN05 5HALL PROJECT 1° '� O /4 - 51 R J 6ENNOTEB BDRM #2 ' 2Y"X50"ATTIC 10 0 - D E551i ACCESS PANEL '115 2 I� -10 �°" ELF B 5`3"A.F.F. OPT.ATTIC LADDER OFT. 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W/REAR VENTED fIREBOR1<1 _ gnre m'O"99 Q� — ------- v VINYL SIDING OVER --- --- I SHEATHING _ g, ON Z X 4 51U95 W/ nE NUNerA BATT INSULATION GRADE LINE PSV NESTD1200 SECT ON DETAIL DEPTH OF FOOTING PER FOUNDATION Y SHEET NNnOeR TO BE MIN.OF 12°DEEP AND 6"EXTENDED FROM PALE OF BRICK. 12-00 O DTL OF MASONRY FIREPLACE 5EG?ION I DDIRECT VENT FIREPLACE SL.ALE.x X.I." COPYRIGHT 1995 atone Ha-cOF oFaUDM m 5LALE' 314" EPLAGE W/ MAI FACING Town of North Andover Rnadias Department 27 Charles Street o North Andover,Mass acb�usetzs 0l S45 (97S)688-9545 Fax(978)688-9542 �SSRtH1.1 OF CCUPAN ADDRESS LOT NUMBER DATE BEQUEST FRXD DATE READY FOR 1NSAECTI0N UU t5)DAYS is b ALL WORK AND SIGN-OFFS WJST BlE COWLETED WrrIUN TkUS T'Ila FRAl1IE.A RE INSPECTI4NF€—` F TWENW FIVE($25.)DOLLARS WILL$E CHARCED.IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE Un ONLY o ATMN DATE DATE - D.F.W. -WATE K1vMTER. DATE D.P.W.DUST INDICATE THAT THE WATER,METER HAS BEEN INSTALLED R TO INSPECTION RE ST DATE. ATURE 1 DPW AUTFIO TION