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Miscellaneous - 5 OAK AVENUE 4/30/2018 (2)
5 OAK AVENUE _ 2101059._ 0-0028'0000.0 I I I I I I I I Location No. Lam— Date NaRTM TOWN OF NORTH ANDOVER • s * Certificate of Occupancy $ s" Ett' Building/Frame Permit Fee $ sACMus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �' Check # 54t- 9 (} Q fj Building Inspectq� J ! 1. J TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING W��.,l+. BUILDING PERMIT NUMBER: DATE ISSUED:P SIGNATURE: INS Building Commissioner/I for of Buildings Date SECTION 1-SITE INFORMATION r� 1.1 Property Address: 1.2 Assessors Map and Parcel Number: ` Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Pr osed Use Lot Areas Frontage(ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard SQ Required Provide Required— Provided Re 'red Provided o td�t 30 '+ 30 0 + O 3 3 '�ok.w� C 1.7 Water Supply M.GIL40. 54) 1.5. Flood Zone Information: 1.8 Sewerage ' sal System, 3 p.bFc y pm u. ❑ Zone Outside Flood Zone Municipal On Site Disposal System ❑ INS SECT ON 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT n 2.1 Owner of Record S�s4 J, retlx (0 J0 Name(Print) Address for Service Signature Telephone 2.2 Owner of Record: C Name Print Address for Service: n Si nature U Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licen Construc n Supervisor: Not Applicable ❑ Licensed C struction S pervisor: 5344 J&n S S f' �j:�/f (c License Number A dd G� i 3/a D /o L / G J C' �./��.-� (DOJ ��y�� Expira ion Dat Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable v Company Name _ r Registration Number r Address r o■ — e Expiration Date Signature Telephone V SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building rmit. Signed affidavit Attached Yes......X No.......❑ SECTION 5 Description of Proposed Work(check all a Iicable New Construction ` Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. 0 Demolition t(I Other ❑ Specify Brief Description of Proposed Work: r tsL 11 �, ctCt'wh rloyt- -tGncu- SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be £OFFICIALTS ONLY Completed by permit alicant 1. Building /� 000 (a) Building Permit Fee 3o/C 7- Multiplier -Multi lier 2 Electrical ` aQ 0 (b) Estimated Total Cost of d OZ Construction / 3 Plumbing O D 0 Building Permit fee(a)X(b) 4 Mechanical HVAC 00 0 ---- 5 Fire Protection 000 6 Total 1+2+3+4+5 13a, O®O Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BURDING PERMIT �I,� SuSCLK J. �rte VN ' lkf VSSU,,- — as Owner/Authorized Agent of subject property ' Hereby authorize <42 p U IA. 2 h to act on 0! half,in all iatter ative to work authorized by is buildinpernn3/t application. !�Z c,,i� 1 Si afore of Ow* Date SECTION 7b O NE AUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject prope y Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Nam �O Si ature of er/A en Date NO. OF STORIES SIZE go X 24f BASEMENT OR SLAB -U J( S k cA SIZE OF FLOOR TIMBERS 1 2)CIL 2 2�r L 3 D-x/(7 SPAN S' ` DIMENSIONS OF SILLS t ort ( 2£ "t DIJv ENSIONS OF POSTS Y Lea 5 DMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING ,2 c�" ,c t o`, X MATERIAL OF CH VINEY Zero LQ¢4.1u,%tk IS BUILDING ON SOLID OR FILLED LAND S IS BUILDING CONNECTED TO NATURAL GAS LINE e C- FO RSA U - LOT RELEASE FORM INSTTUC T IONS: This form is used to verify that all necessary approvals/permits from- Eoards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. NT FILLS OUT THIS SECT ION AFPLICr. * APFUCAiN T Zpf s rel' ` U6Z PF0NE +'g' O4g' LCCA T ION: ,�+si25sc�s map Nurnber 40- PARCEL C9-0 SUEDIVISION LCT (S)-moo STRE=t Avg ST. NUMEER 5. OFFICIAL USE ONLY' RECOMMENDATIONS OF TOWN AGENTS: CONSERVATICt40MIN1STRATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH .;. DATE APPROVED DATE REJECTED COMMENTS PUELIC WORKS -SEWERNVATER CONNECTIONS (JJtAJAJ - Izz-off CRIVE'N,AY PERMIT iU FIRE GEF• RTJ MEa\ GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT ' TOWN OF NORTH ANDOVER BUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section i 8.7.6 of the Town of North Andover Growth Management Bylaw.The applicant shall provide all of the necessary information as requested below. PermiA Applicant Property address Map/Parcel Applicant's Phone Number Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw.I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit.Further 1 understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot,in the building permit application and associated attachments,complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement,restoration or reconstruction of a dwelling in. existence as of the effective date of this bylaw,provided that no additional residential unit is created The lot(s)was/were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals,where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents,where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land.For purposes of this section"senior"shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density(buildable lots)below the density permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the planning board that will ensure its protection This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a one time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit(all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that year.One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits.Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTION WHICH DOES NOT COMPLY,WHETHER DONE TO MY KNOWLEDGE OR NOT//I G OU/NDS FOR REFUSAL B. t,,—� �THE BUILDING DEPARTMENT TO ISSUE A BUILDING PERMIT. APPLICANTS SIGNATURE DATE THIS FORM TO BE ATTACHED TO THE-BUILDING PERMIT APPLICATION BOARD OF BUILDING REGULATIONS _ License: CONSTRUCTION SUPERVISOR Number. CS 009544 Birthdate: 03!3011948 Expires'03/302002 Tr.no: 19008 Rest:i� TO; 00 STEPHEN C BREEN �, 345 STEVENS PAA 01845 Administraror N ANDOVER, —- r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: S�� s°-�✓ Location: YS"� slei °eAS S'� City Ai ' A h I o`>elq Phone am a homeowner performing all work myself. �I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: Address City: Phone# Insurance Co. Policy# Company name: Address City: Phone#: Insurance Co. Policy# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties.of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify u er the pains and penalties of perjury that the information provided above is true and correct. Signature Date 0 L IF Print name S;�-e n4-- C— Phone# �1 �� " GAS '�a2- Official use only do not write in this area to be completed by city or town official' F, Building Dept El Check if immediate response is required Building Dept p Licensing Board F-1 Selectman's Office Contact person: Phone#. Health Department Other FORM WORKMAN'S COMPENSATION ........ `. ""%Q-_ Town of North Andover N°RTH JOYCE BR of the Zoning Board of Appeals F °A TDevelopment and Services Division NOXNAW 27 Charles Street ` " r• 100i'NOV 21 P 2-1' r Andover,Massachusetts 01845 D_ Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 �L--n"y that twen a elapsed tY(�0)dG;.. ed P from date of decision, �Zr�out filing of an;ppsy�( Any appeal shall be filed Notice of Decision Late .7//c�' �� within(20)days after the Year 2001 l0fm Clerkrada aus date of filing of this notice in the office of the Town Clerk. Property at: 5 Oak Avenue NAME: Nancy Breen DATE: 1U21/2001 ADDRESS: 5 Oak Avenue PETITION: 028-2001 North Andover,MA 01845 HEARING(s): 10/9,10/16, &11/13/2001 The North.Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,November 13,2001 at 7:30 PM upon the application of Nancy Breen,5 Oak Avenue,North Andover,MA requesting a dimensional Variancefrom Section 7,Paragraphs 7.1,7.2,&7.3 of Table 2,for relief offront,rear and both side setbacks and for a Special Permit from Section 9,Paragraphs 9.1&9.2 to allow for the extension of a non-con-forming lot and structure in order to raze existing non-conforming structures and construct a new dwelling with attached garage within the R-3 j zoning district 5 r } The following members were present: Walter F. Soule,Robert Ford,John Pallane,Ellen McIntyre,George M.Earley. Upon a motion made by Robert Ford and 2°1 by John Pallone the Board voted to GRANT a Special Permit to allow reconstruction of lawfully non-conforming,pre-existing structures(house&garage)as set forth on the revised plan dated 11/2/01 by H&B Survey Service,219 Salem Street,Andover,MA 01810. The Board made the following findings(after considerable deliberation):, 1. Granting this Special Permit will not significantly increase the non-conformity, 2. Use will not be more detrimental to the neighborhood than the existing non-conforming use; 3. This specific site will be an appropriate location for said use and structure proposed; 4. There will be no nuisance or serious hazard to vehicles or pedestrians; 5. Adequate and appropriate facilities exist or will be provided,including sewer hook-up; 6. The proposed use&structure is in harmony with the general purpose and intent of this bylaw-, 7. Removal of existing house,garage,and shed required before building permit is issued; 8. Building elevations according to revised plan as referenced. Voting in favor: WFS/RF/JP/EM/GME. Upon a modified motion by George M.Earley and 2°d by Ellen McIntyre the Board voted to GRANT a Variance to limit front setback of 14'(located on the North side of the proposed new house structure). Voting in favor: RF/JP/EM/GME. Note: No street frontage relief was deemed necessary since the existing house and lot are legal pre- existing,nen-conforming structures and usage. Also, side setbacks for either side relief is not required and the proposed garage location is the same distance from the rear lot line as the existing garage.The intent of the decision is in compliance with the Bylaw,and appeal for relief. Page one of two Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant,it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced,it shall lapse and may be re-established only after notice,and a new hearing. BOARD OF APPEALS 68879541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING'688-9535 r \ t .. f - ,r 1 the Variance are not exercised within one(1)-year of the date of the grant,it Furthermore,if the rights authorized by � shall lapse,and may be re-establish only after notice,and a new hearing. Furthermore,if a Special Permit granted under the povisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on r which the Special Permit was granted unless substantial use or construction has commenced,it shall lapse and may be re-established only after notice,and a new hearing. Town of North Andover Board of Appeals, Walter F.Soule,Acting Chairman Decision 2001-028. Page two of two NTEST: A True Copy - r _. Town Clark ESSU NORTH RE STRY Of DEEDS LAWRENCE, MAB . E-c, l�• ' �/ A TRIS COPY: ATTW- 4L JU is•L _RUIN, O�SfO VW �LIlW iY Lr t spdci ;i S:E -i Ida Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lb Data filename: C:\Program Files\Check\MECcheck\Breen.cck TITLE:Breen Dussault Residence CITY: Andover STATE:Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 02/02/02 DATE OF PLANS: 1-11-2002 PROJECT INFORMATION: Oak Avenue"Lot A" COMPANY INFORMATION: Chris livingston COMPLIANCE: Passes Maximum UA=513 Your Home=446 13.1%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling i main:Flat Ceiling or Scissor Truss 1120 30.0 0.0 39 Ceiling 2 game room 3/12: Cathedral Ceiling(no attic) 296 30.0 0.0 10 Ceiling 3 game room 8/12: Cathedral Ceiling(no attic) 346 30.0 0.0 11 Skylight 1 velux vse 106: Wood Frame,Double Pane with Low-E 14 0.410 6 Wall 1 West elevation:Wood Frame, 16" o.c. 580 20.0 0.0 26 Window 1:Wood Frame,Double Pane with Low-E 110 0.330 36 Door 1: Solid 23 0.350 8 Wall 2 South elevation:Wood Frame, 16"o.c. 715 .20.0 0.0 38 Window 2:Wood Frame,Double Pane with Low-E 69 0.330 23 Wall 3 East elevation: Wood Frame, 16"o.c. 876 20.0 0.0 42 Window 3:Wood Frame,Double Pane with Low-E 59 0.330 19 Door 2: Glass 106 0.350 37 Wall 4 North elevation:Wood Frame, 16"o.c. 727 20.0 0.0 36 Window 4: Wood Frame,Double Pane with Low-E 112 0.330 37 Floor 1 main: All-Wood Joist/Truss,Over Unconditioned Space 1120 20.0 0.0 52 Floor 2 game room: All-Wood Joist/Truss, Over Unconditioned Space 576 20.0 0.0 26 Boiler 1: Other(Exept Gas-Fired Steam);85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release Ib and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.3 Release lb DATE:02/02/02 TITLE:Breen Dussault Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling i main:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2 game room 3/12: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: [ ] 3. Ceiling 3 game room 8/12:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1 West elevation:Wood Frame, 16" o.c.,R-20.0 cavity insulation Comments: [ ] 2. Wall 2 South elevation: Wood Frame, 16" o.c.,R-20.0 cavity insulation Comments: [ ] 3. Wall 3 East elevation:Wood Frame, 16" o.c.,R-20.0 cavity insulation Comments: [ ] 4. Wall 4 North elevation:Wood Frame, 16" o.c.,R-20.0 cavity insulation Comments: Windows: [ ] ( 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 2:Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 3. Window 3: Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window 4: Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type . Thermal Break?[ ] Yes[ ]No Comments: Skylights: [ ] 1. Skylight 1 velux vse 106:Wood Frame,Double Pane with Low-E,U-factor: 0.410 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: t Doors: [ ] I 1. Door l: Solid,U-factor: 0.350 Comments: [ ] I 2. Door 2: Glass,U-factor:0.350 #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: Floors: [ ] I 1. Floor 1-main: All-Wood Joist/Truss,Over Unconditioned Space,R-20.0 cavity insulation Comments: [ ] I 2. Floor 2 game room: All-Wood Joist/Truss, Over Unconditioned Space, R-20.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Boiler 1: Other(Exept Gas-Fired Steam), 85 AFUE or higher Make and Model Number I ' Air Leafage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type_IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 I L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2,pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I .. Duct Construction: [ ] All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as ` specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(1~l U to 0 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 .1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Iftnimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Pining Sygem Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) GOLDsAuTH, PREST& RINGWALL,INC. op Civil&Structural Engineering•Land Surveying&Land Planning Structural Engineering Division 94 Jackson Road, Suite 110,Devens,MA 01432 Phone: (978) 862-0020•Fax: (978)862-0022 Structural Engineering Report Client Name: Chris Livingston Site Address: Breen & Dussault Res. Lot"A" Oak Ave. N. Andover, MA G.P.R. Job Number: 02.507 Structural Analysis Performed Design beams and posts Date: 16-Jan-02 Report Prepared By: Val Prest Professional Engineering Review and certification: Lynwood V.Prest ���N OF MgssgO LYNWOOD yGN g VALENTINE -� CSTRUCTURAL CD No.39569 T' i A / / DZ *** NOTICE *** The Engineer's Stamp above is an Original only if its color is RED Sheet 1 of 14- C"7; 4-C"7; P op GOLDSMITH,PREST& IUNGWALL,INC. Civil& Structural Engineering•Land Surveying&Land Planning Structural Engineering Division 94 Jackson Rd., Suite 110 •Devens,MA 01433 (978) 862-0020 •fax: (978)862-0022 Codes / References: X Massachusetts State Building Code, 780 CMR, Gth Edition 0 The BOCA! National Building Code / 1999 National Design Specification for Wood Construction, 1997 AITC Timber Construction Manual, 4th Edition 0 AISC Manual of Steel Construction, ASD, 9th Edition 0 AISC Manual of Steel Construction, LRFD, 2nd Edition 0 ACI 318-99 Building Code Requirements for Structural Concrete Assumed / Required Loads: A Snow Load - Zone: 2 - 30 psf SL 0 Residential Attic Storage - 20 psf LL where there is 42" clear Residential Sleeping Rooms - 30 psf LL K Residential Common Rooms - 40 psf LL 0 Office Space - 50 psf LL aResidential Decks/Exterior - GO psf LL 0 Typical Floor/Ceiling/Roof/Wall - 15 psf DL 0 Built up Floor/Ceiling/Roof/Wall - 20 psf DL X Cathedral Ceiling/Roof - ��5'� s 70�1 Assumptions / Criteria: Total Load Deflection < U240 Live Load Deflection < U3GO 0 Live Load Deflection < U480 XStandard Sawn Lumber to be Spruce/Pine/Fir No. I/No.2 Unless Otherwise Noted 0 LVL Beams assumed minimum E = 1 ,800,000 psi LVL Beams noted as 1 .9E or 2.OE must be supplied as such Lally Column design for 15,820 @ 8'-0" assuming internal concrete core intact 0 Lally Column design for 13,000 @ 10'-0" assuming internal concrete core intact 0 New Steel: W sections; Fy =50,000 psi 0 New Steel: 1155 sections; Fy =46,000 psi 0 New Steel: Angles, Channels, Plates, etc...; Fy =3G,000 psi Sheet 2 of 14— ";;67 e dot pq--jra-ef s' TD To) JOB(�Jeo& A- J-L%- — GOLDSMITH,PREST&RINGWALL,INC. SHEET NO. OF STRUCTURAL DIVISION CALCULATED BY-A Z //e 0� DATE 94 Jackson Road,Suite 110-Devens,MA 01433 (978)862-0020-fax:(978)862-0022 CHECKED BY DATE web site:www.gpr-inc.com SCALE ............ Xlvi0loA4 -k v ............ ........... ..........- ............ ............ ........................ .. ........... D :3600 .............. 4 Of 0 � ............... '16-111(2. oe 40� ........... ......................- .......... .......... ............ . .................. ............. ........... ............... lP ........... .......... . ........................ ............. .. ...................... .......... ............. ................. ................... . ....... ............ .... ............. .......... .............. ................. .... ....... ................. OO )e .................... ............- .......... J\ 2x/ . ............. .......... .......... ............ IFI 1 /P40 .............. . ........... - ........... ... ...... ......... ly ..............- Z Z-V ......... ................... ..................... ................ .................... .......... .. . ......... .......... .............. E JOB 69!!/'1 1� �C,/tYG, �S/� GPR GOLDSMITH,PREST&RINGWALL,INC. SHEET NO. OF STRUCTURAL DIVISION CALCULATED BY DATE Z- 94 Jackson Road,Suite 110•Devens,MA 01433 (978)862-0020•fax:(978)862-0022 CHECKED BY DATE web site:www.gpr-inc.com SCALE 2✓v °� __ 1 � 94 L ...... ¢, ! 4-x-�z pl� ' 312 A / a 33!ZxlZx d 01vF�, L 4.S'k 7: L 00 x _. 6Q za/,�._.GaL a ... ._ G . �s..µ 01 57-1 .... rz0.............. . . . 2'� 2 Z.Z cos _ K - v# ..� Z 3*00 f7 - .. .. �y -81--eee Du sot u /✓I`�e s �vY�re�% ` � JOB GOLDSMITH,PREST&PJNGWALL,INC. SHEET N0. �5� / OF / STRUCTURAL DIVISION CALCULATED BY Qi l �/'",� DATE Ila 94 Jackson Road,Suite 110•Devens,MA 01433 (978)862-0020•fax:(978)862-0022 CHECKED BY DATE web site:www.gpr-inc.com SCALE c300, .... oll -=-- 47 -01 -/:mZt 2 ; X80 _ .. i.........:. ..._. l' /3,_Z_s .. ` GOLDSMITH,PRIEST&RINGWALL, Title: 02.507 Livingston-Breen Job#02.507 94 Jackson Road, Suite 110 Dsgnr: 'Val Prest Date: 12:07PM, 16 JAN 02 �� Devens, MA 01432 Description: New Home Construction SHEET/Oof P(978)862-0020 F(978)862-0022 Scope: Design Beams&Posts email:struc@gpr-inc.com [:(.)1983L-20O10LE 5:KVer 5.5.0,z5 sep-zoo, Timber Beam & Joist Page 1 CALC Engineering Software s:1'obs02\507 livin stop-breen1507 livin stop Description ROOF, ATTIC and 2nd Floor FRAMING Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Ridge Beam Attic Joists Attic Floor Bea 2nd Fir Bm,2B1 Timber Section VersaLamS. 2x10 3.2x10 VersaLam6. Beam Width in 5.250 1.500 4.500 5.250 0.000 Beam Depth in 16.000 9.250 9.250 14.000 0.000 Le:Unbraced Length ft 2.00 1.00 1.33 1.33 0.00 Timber Grade Georgia Pack,GP Spruce-Pine-Fir, Spruce-Pine-Fir, Georgia Pacific,GP Fb-Basic Allow psi 2,850.0 875.0 875.0 2,850.0 0.0 Fv-Basic Allow psi 285.0 70.0 70.0 285.0 0.0 Elastic Modulus ksi 2,000.0 1,400.0 1,400.0 2,000.0 0.0 Load Duration Factor 1.150 1.000 1.000 1.000 0.000 Member Type Manuf/Pine Sawn Sawn Manuf/Pine Manuf/Pine Repetitive Status No Repetitive No No No Center Span Data Span ft 24.00 16.00 7.33 14.00 12.00 Dead Load #/ft 300.00 16.00 168.00 456.00 10.00 Live Load #/ft 360.00 40.00 420.00 840.00 Results Ratio= 0.7800 0.7790 0.8786 0.7811 0.0000 Mmax @ Center in-k 570.24 21.50 47.39 381.02 0.00 @ X= ft 12.00 8.00 3.66 7.00 0.00 fb:Actual psi 2,545.7 1,005.3 738.5 2,221.7 0.0 Fb:Allowable psi 3,263.9 1,290.6 1,223.1 2,844.2 0.0 Bending OK Bending OK Bending OK Bending OK Bending OK fv:Actual psi 126.7 43.8 61.5 155.5 0.0 Fv:Allowable psi 327.6 70.0 70.0 285.0 0.0 Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 3,600.00 128.00 615.72 3,192.00 0.00 LL lbs 4,320.00 320.00 1,539.30 5,880.00 0.00 Max DL+LL lbs 7,920.00 448.00 2,155.02 9,072.00 0.00 @ Right End DL lbs 3,600.00 128.00 615.72 3,192.00 0.00 LL lbs 4,320.00 320.00 1,539.30 5,880.00 0.00 Max.DL+LL lbs 7,920.00 448.00 2,155.02 9,072.00 0.00 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.625 -0.170 -0.026 -0.164 0.000 L/Defl Ratio 460.9 1,127.2 3,349.4 1,023.4 0.0 Center LL Defl in -0.750 -0.426 -0.066 -0.302 0.000 L/Defl Ratio 384.1 450.9 1,339.8 555.6 0.0 Center Total Defl in -1.375 -0.596 -0.092 -0.467 0.000 Location ft 12.000 8.000 3.665 7.000 0.000 L/Defl Ratio 209.5 322.1 957.0 360.1 0.0 Notes Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2-Apr-1999 Allowable stress databases have been updated to 1997 NDS&1997 UBS values on 2-Apr-1999 To determine Cf values for sawn sections,the program looks for the identifying words in the"Stress"entry. "Select","No.1","Standard"and similar typical words are used to determine Cf category "Unbraced length"is multiplied by the following values to calculate"Le" When beam depth-7", Le=2.06'Lu When 7"<beam depth<=14.3", Le=1.62'Lu+3d When beam depth>14.3", Le=1.84"Lu Jan 17 02 02: 52p Val Prest [978) 862-0022 p. 1 I GOLDSMITH,PREST&RINGWALL, Title: Job# Q'"'`I '}1'�1'1ft"�► 94 Jackson Road, Suite 110 Dsgnr: Date: i:31 PM, 17,IAN 02 Jlil-- jLN, Devens. MA 01432 Description: 6/ � 0-f -f- f4- P(978)832-0020 F(978)862-0022 Scope., email:sfruc@Upr-inc.com _ ReV. Uses KW-0603358,Ver 5.5.0,26Sep-SepTimber Beam &Joist � Page 1 ,.c}13932001 ENE'CALC EnSmoering Software S: 01S02\507 liVll' Ston-breenl507 117tH Sion :. Description HEADERS& BASEMENT BEAM Timber Mernber Information Calculations are designed to 1997 NDS aad 1997 UBC Requirements Window Heederoor Header LVL Door Hdr Sawn Bsmt Bm 1B1 Bsmt am 182 Bin 1B1A Timber Section I VeraaLam6. VersaLamli. 3-2x12 Ver3aLam3. VerseLam3. VersaLamS. Beam Width in 5.250 5.250 4.500 3.500 3.500 5.250 Beam Depth in 9.250 9.250 11.250 11.250 11.250 11.250 Le:Unbraced Length ft 8.75 3.50 3.50 1.33 1.33 1.33 Timber Tirade Georgia Pacific,GP Georgia Pacific,CP Spruce-Pine-Fir,Georgia Pecific.GP Georgia Pacific,Miss Cascade,Verse Fb-Basic Allow psi 2,850.0 2,850.0 875.0 2,850.0 2,850.0 2,800.0 FV-Basic Allow psi 295.0 285.0 70,0 285.0 285.0 190.0 Elastic Modulus ksi 2,000.0 2.000.0 1,400.0 2,000.0 2,000.0 2,000.0 Load Duration Factor 1.150 1.160 1.150 1.000 1.000 1.000 Member Type Manuf/Pine Manuf/Pine Sawn MenuflPine ManuflPine Manuf/Pine Repetitive Status No No No No No No Center Span Data Span ft� 8.75 3.50 3.50 8.42 1325 8.50 Dead Load #Iftj 456.00 168.00 744.00 Live Load #Jft; 980.00 550.00 1.400.00 Point#1 DL Ibsi 3,600.00 4,400.00 4,400.00 616.00 LL lbsi 4.320.00 6,520.00 6,520,00 1,539.00 @ X ftl 4.370 1.750 1.750 2.000 'Results Ratio= 0.8554 0.5146 2.0097 0.6571 0.9146 0.9549 Mmax(�Center in.-J. 207.66 114.66 11a.66 179.66 191.71 232.35 (�X= ft 4.37 1.75 1.75 3.84 6,62 4.25 ib:Actual psi 2,773.7 1,531.5 1,207.9 2,433.5 2,596.8 2,098.2 Fb:Allowable psi i 3,242.7 3,263.7 1,201.3 2,839.2 2,839.2 2,795.5 Bending OK Bending OK OvarSiress Betiding OK Bending OK Bending OK fv:Actual psi 122.5 168.6 161.8 243-2 158.7 181.4 Fv:Allowable psi, 32r.5 327.8 80.5 285.0 285.0 1901.0 Shear OK Shear OK Overstress Shear OK Shear OK Shear OK Reactions @ Left End DL Ibsi 1,802.06 2.200.00 2,200.00 2,389.44 1,113.00 3,162.00 LL lbs i 2,162.47 3,260.00 3,260.00 5,299.24 3,710.00 5,950.00 Max.DL+LL lbs;I 3,964.53 5,460.00 5,460-00 7,688.68 4,823.00 9,112.00 @ Flight.End DL lbs 1 1:797.94 2,200.00 2.200.00 2,066.06 1,113.00 3,162.00 LL lbs 2,157.53 3,260.00 3,260.00 4,491.36 3,710.00 5,950.00 Max.DL+LL lbs 3,955.47 5,460.00 5.460.00 6,557.43 4,823.00 9,112.00 Deflections Ratio OK Deflection OK DeflEcton OK DeflEction OK Deflection OK Deflection OK Center DL DeFl in( 0.125 -0.010 -0.009 -0.073 0.140 0.070 L!DeflRatio i 837.5 4,282.8 4,622.9 1,391.4 1,133.5 1,454.3 Center LL Deft in j -0.150 -0.015 -0.013 -0.160 -0.468 -0.132 UDef!Ratio 698.0 2,890.2 3,119.7 632.5 340.1 772.8 Cente!Total Defl in -0.276 -0.024 -0-023 -0.232 -0.608 -0.202 Location ft 4.375 1.750 1.750 4.143 6.625 4.250 UDefIRatio 380.7 1,725.7 1,852,7 434.8 261.6 504.7 IVOteS Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section datebase3 have been updated as of 2-Apr-1995 Allowable stress databases have been updated to 1997 NDS&1997 USS values on 2-Apr-1999 To determine Cf values for sawn sections,the program looks for the identifying wards in the"Stress"entry. "Select","No.1","Standard"and similar typical words are used to determine Cf category "Unbraced length"is multiplied by the following values to calculate-Le" When beam depth<=7", Le=2 06"Lu 4'Vhen 7"<beam depth<=14.3", Le=1.62"Lu+36 When beam depth>14.3", Le=1 84'Lu GOLDSMITH, PRIEST&RINGWALL, Title: 02.507 Livingston-Breen Job#02.507 r ' 94 Jackson Road, Suite 110 Dsgnr: Val Prest Date: 12:07PM, 16 JAN 02 Devens, MA 01432 Description: New Home Construction SHEET/ ofL'� P(978)862-0020 F(978)862-0022 Scope: Design Beams&Posts email: struc@gpr-ind.com Less010oPae 1 KVV-0603358,Ver5.5.o,25-Sep-2001 General Timber Beam g83-2001 ENERCALC Engineering Software s-Nobs02\507 livin ston-breen\507 livin Ston Description 2nd Fir Bm 2B2 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 3-2x8 Center Span 12.00 ft .....Lu 6.00 ft Beam Width 4.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.250 in Right Cantilever 4.00ft .....Lu 1.33 ft Member Type Southern Pine,No.2 2-4 Thick,8 Wide Bm Wt.Added to Loads Fb Base Allow 1,200.0 psi Load Dur.Factor 1.000 Fv Allow 90.0 psi Beam End Fixity Pin-Pin Fc Allow 565.0 psi Wood Density 35.000pcf E 1,600.0ksi Full Length Uniform Loads Center DL 10.00#/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL 69.00#/ft LL 345.00 #/ft Summary Beam Design OK Span=12.00ft,Right Cant=4.00ft,Beam Width=4.500in x Depth=7.25in,Ends are Pin-Pin Max Stress Ratio 0.859 : 1 Maximum Moment -3.4 k-ft Maximum Shear*1.5 2.2 k Allowable 3.9 k-ft Allowable 2.9 k Max.Positive Moment 0.09 k-ft at 3.128 ft Shear. Left 0.17 k Max.Negative Moment -0.62 k-ft at 12.000 ft @ Right 1.66 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support -3.38 k-ft @ Center 0.016 in Max.M allow 3.93Reactions... @ Right 0.079 in fb 1,027.48 psi fv 66.33 psi Left DL 0.06 k Max -0.17 k Fb 1,196.13 psi Fv 90.00 psi Right DL 0.47 k Max 2.08k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection 0.011 in 0.011 in Deflection 0.000 in 0.000 in ...Location 9.191 ft 9.191 ft ...Length/Deft 0.0 0.0 ...Length/Deft 13,597.7 13,597.69 Right Cantilever... Camber(using 1.5`D.L.Defl)... Deflection -0.053 in -0.464 in @ Center 0.016 in ...Length/Deft 1,812.7 207.0 @ Left 0.000 in @ Right 0.079 in Stress CaIcs Bending Analysis Ck 29.614 Le 11.528 ft Sxx 39.422 in3 Area 32.625 in2 Cf 1.000 Rb 7.039 CI 0.997 Max Moment Sxx Rec'd Allowable fb @ Center 0.62 k-ft 6.17 in3 1,196.13 psi @ Left Support 0.00 k-ft 0.00 in3 1,200.00 psi @ Right Support 3.38 k-ft 33.78 in3 1,199.12 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.28 k 2.16 k Area Required 3.067 in2 24.045 in2 Fv:Allowable 90.00 psi 90.00 psi Bearing @ Supports Max.Left Reaction -0.17 k Bearing Length Req'd 0.068 in Max.Right Reaction 2.08 k Bearing Length Req'd 0.817 in . , GOLDSMITH, PRIEST&RINGWALL, Title: 02.507 Livingston-Breen Job#02.507 94 Jackson Road, Suite 110 Dsgnr. Val Prest Date: 12:07PM, 16 JAN 02 PDevens, MA 01432 Description: New Home Construction SHEET 0.1-7 P(978) 862-0020 F(978)862-0022 Scope: Design Beams&Posts email: struc@gpr-inc.com Rev: 550100 Page 2 User.KW-0603358,Ver 5.5.0,25-Sep-2001 General Timber Beam g (c)1983-2001 ENERCALC Engineering Software s:\'DbS02\507 livin ston-breen\507 livin ston Description 2nd Fir Bm 262 Query Values M,V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 ft 0.00 k-ft -0.17 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00 k-ft -0.17 k 0.0000 in @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Sketch&Diagram .66 P2.80 114.40 06.00 1 . Ion WIT45 104 1.25 41 414MR 0..8383 TI I i .ao� rr I 0.21 IINWI BIN J- x=o.6k-ft A4. A Shear Load OA Location Along Mertber(R) VVV Dmmc=0.071in 8.00 t Li I Iljll , li III I I! ; IH .II Ills; II .Ili ' . Mmax @ right=-3.4k-ft +h�11 II a.1� IIII;I I ryNIG� I I ILPPPP'j ill !.11111�11 I! G I�iI Rrrex=-0.2k Rrtax=2.1 k 0.88 Iml�Ikllll( !IIP�'II� I,jjllj tlII i1lP I I III � �' ( Illi Vnaxleft=02k Vrrax rt ® � j �.;::4!IIII�II II�I!I1111.I III, II� ill! li �� i I Ui Deb11gM era=0.464111 1� jr89 �j j hll�illl 2.03 i!I'1;!III 2.36 II.III It IIII,I II II I,i 1 ,3.oi 4II: , Bending Moment(k-ft) Location Along Member(ft) 0.20 1.60 0 2.80 4.4 116.00 6.13 0.07 I imill, j ,0.1� 17.27 =0.33 j0.40 Local y"Deflection(in) Location Along Member(ft) • . • .. . GOLDSMITH, PRIEST&RINGWALL, Title: 02.507 Livingston-Breen Job#02.507 94 Jackson Road, Suite 110 Dsgnr. Val Prest Date: 12:06PM, 6 JAN 02 X7- 1r3' Devens, MA 01432 Description: New Home Construction SHEET�of1¢ P(978)862-0020 F(978)862-0022 Scope: Design Beams&Posts email:struc@gpr-inc.com �eN ssol 00 Pae 1 :KW0603358,Ver 5,5.0,25 Sep-2001 MU�tI-Span Timber Beam g83.2001 ENERCALC Engineering Software s:\'obs025507 livin stop-breen1507 livin Ston Description 2-Span 2nd Fir Bm 2133 General Information Georgia Pacific,GP Lam 2.0E Fb:Basic Allow 2,850.0 psi Elastic Modulus 2,000.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 285.0 psi Load Duration Factor 1.000 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member information Description left span right span Span ft 12.00 12.00 Timber Section Vi rsaLam3.6x1VersaLam3.6x11. Beam Width in 3.500 3.500 Beam Depth in 11.250 11.250 End Fixity Pin-Pin Pin-Pin Le:Unbraced Length ft 1.33 1.33 Member Type Loads Live Load Used This Span? Yes Yes Dead Load #/ft 180.00 180.00 Live Load #/ft 480.00 480.00 Results Mmax @ Cntr in-k 80.2 80.2 @ X= ft 4.48 7.52 Max @ Left End in-k 0.0 -142.6 Max @ Right End in-k -142.6 0.0 fb:Actual psi 1,931.0 1,931.0 Fb:Allowable psi 2,839.2 2,839.3 Bending OK Bending OK Shear @ Left k 2.97 4.95 Shear @ Right k 4.95 2.97 fv:Actual psi 164.4 166.4 Fv:Allowable psi 285.0 285.0 Shear OK Shear OK Reactions& Deflection DL @ Left k 0.81 2.70 LL @ Left k 2.16 7.20 Total @ Left k 2.97 9.90 DL @ Right k 2.70 0.81 LL @ Right k 7.20 2.16 Total @ Right k 9.90 2.97 Max.Deflection in -0.154 -0.154 @ X= ft 5.04 6.96 Query Values Location ft 0.00 0.00 Moment in-k 0.0 -142.6 Shear k 3.0 4.9 Deflection in 0.0000 0.0000 ORTh Town o Andover� O 4 No. ~ 70 o LAKE o, ndover, Mass., /S=C? 00 a COC KICMEWICH ADRATED p`PCl 7SSACHUSE IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT AlAV.0 ...!!�..,S.Q .! .!`�r N.....Q`....... !Q ...... v. °1.U..1 ...... n� has permission to excavate and pour foundation at ....... ... ...... ...... for the purpose of... ..lS,.� n7 -5..1..$ 4771 �.p?...S,.l °z�!... rQG!�P ...4? V ./t 7,0. ��`�SI��VC� s The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. P e c� 2 M A, 'D*c.1* v�$-a m01 �m/9'-I q/t 1. -6-11/1340 MAP 6-q Pag 414'O . — 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. A/ ............ ...........I ........................................... BUILDING INSPECTOR NORTH Town o �ED ' Andover No. COCHIC c dover, Mass., 3-1-5 c-7 d° ADRATED O'?a`�t� SS H BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.. i IV(.y. .V t�!� ........ ! .. - , i4 le.cj..... �j .Sr9.V .......... Foundation has permission to erect.........../......................... buildings on .....Jr....dph.K........ .v-U! ..................................... Rough to be occupied as...�I.... dmm/(3.131��1.QR��dJ�AYiA C h%# S�N��� . , m! l� /C�� Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes andPy-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. �qI 8 ���/�� Pa� 2 Q A #_ gDagjp PLUMBING INSPECTOR 10/9- /%�-�#//il � VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR C Rough e; ...... ..................... ................................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. VARcANC. E PLAN OF LAN" iN 'NORTH AN b © VER pRe A zEn �o(� AN Al C Y 8/ZEEN ,s 04 A APV4M L/E" 978 -483 - 7/6s' fbw zee'sysm ©,=DA'FD vac c Zy y ��, ► l u a l000 , Z• /x.70 ZZ TE RYOLLlMEO ;ry �►� a • 890.1A' ° r J Z mIST . . 0 a �u o a 43' ol .0 AV.AS77,*VCv c A 14P ^1J ` 17 (�j s tivae t 32' ,E7C/silNl� �F'tN� `� /•sro,zy � �i -sr�y so' Z �, waeD � wooer � S 520f� , D O i N �Autl D¢�uE F - -- - - - --- N % �- /03.23' �v/•� Goesc,s�C��' 3' ���Z,s� -- 2' P $y y7Y - �iS PLAN G�/.�.ei,a►.r To Nobs: �� o�✓i`"i�/G E TiYE �t1 t •S `�L�G,crL�,7iG� S.. oT ,i} 2Ro bF Z) Pv'pos e0 't til dR ref ANDOVER 00.4" eF APPEALS �� 0.47r of �ttJN6 �A1.E." �7?i�✓E �� poo !s>•QE�; GST. 2y Zoo) , &16h!;-/Al EEJZS: ���B Sly e vt Y -sawtGe ZAOD.CIEY% /V'o✓ � 2C�©/ i ,fit^,v1L.y -e. h/i�'r1.Z3F1Z 2/9 SOLCOM 1544eEE'7 - SLE ,aig�•TE �3A.�T�� m,� '5Z>'0use 1014 0164140 �oNi�uG Des rrttcr ; -,� 978 - 75- 9 Z 32 t M w 24'-0" Z to A 1 I Uu r-----------------------------------------------r--------- ----------------------------- 1 1 I id'4 r-------------------------- ------ --- - r ------------------------------I 1 1 IIU' 1`lf 1 Q' I I IIIII 1 °�D t I I V/ 1 1 x' iiiii TYPICAL POSTS I 1.--------------1- i---------- 1 Q d'd iuu -3 1/2" CONCRETE FILLED COLUMNS D.D Q 1 -24" X 24" X 1211 FOOTINGS I =' 6• I t I lnu o o o i 4 It i nw 1 I �p,D w Q 1 1 r—rLLIL 1 r_____________ _______________________________________.1________—__v 1 iiiii ' D• Y ' i I i W 9 I 1 1 1 1 4 1 CRAWLSPAGE FLOOR Q I 11111 t I 1 1 \ ' , 1 1 IL. Q Q 411 CONCRETE SLAB i i i1lu 1 i D D i ' i / i 'p i z 1 1 MIL POLY VAPOR BARRIER mri -2" POLYSTYRENE INSULATION ;mtl ' 4.4 ' -6" COMPACTED STONE BASE iiiii p,D 1 1 111111 1 1 \ 1 1 1 D'D I u a to i \ ; GARAGE FLOOR -4" CONCRETE SLAB 1 4 -FIBRE MESH REINFORCED -3" PITCH TOWARDS GARAGE DOORS N I ' ' ----L— 1 I O -- \ ---------------- 1 1 11111 1 1 I I d'd � ;11111 1 D•° 1 ; / 1 1 p.° 1 N 111111 1 1 1 1 1 �n 1—1 111 4,P 1 'IIIII 1 I ; / i I i '11111 1 1 I 1 1 zO M 3- 13/4" X It I/4" 2.0 E LVL � 'D i ' \ i i D'° i z1 1 1 I I I 1 1 I 1 1 IIIH 1 1 ' 1 1 1 ./�.^� d'd 1 I I 1 1 I I 111111 1 p'p 1 ' \ 1 1 D'D V/ O V/ O Oel FIELD VERIFY RISE<RUN 11X1 ; 1 p p I / 1 / 3 V CQ U Q .'fill ,p I --J 1 1 1 \ I 1 1 I 1 � d•d 11111 I 1 / I 1 1 d'4 m 11111 D'D \ / I 1 D 1 moi/ Y SCALE: 11111IIIII I 1 �_'_ D AS NOTED 1 1 1______________' --_—_—_---________-l__________J 1 t t co ItHH � p r---------------- 1 1 1 1 1 11111 I o 1 � 0 1 1 d.d ' 111111 1 . o 1 I 'IIIII ' 1 1 1 '11111 ' -------1 L________________J _ _______________________ LTJ IIS) I I tlHt 1 D.o r----- r---------------- d d � r i iiiii i i �.-O" i 21-81. ' 2,_10„ DATE i a.a i iiiii i D i i 13'_911 -11-200 1 I L_LmH__J 1 1 ,11111 1 1 I UI DING DEPT , 1 1 ;11111 1 D'D 1 I I"-------- D 11111 CONCRETE WALLS IIIII 12" X 24'1 POURED FOOTINGS W/KEYWAY �IIIII i i � GENERAL NOTES: 10" POURED CONCRETE WALLS Ti: SUMP PUMP FOUNDATION -DAMPROOF TO GRADE XIII D ; i -ALL CONCRETE TO BE MINIMUM 2800 PSI IIIII PLAN 211 RIGID INSULATION 'Intl ' ' -PROVIDE PERIMETER DRAIN 1 L---------------------------------- ual 1 ------`Inn------------------------------J D,o 1 � -PROVIDE PERMANENT SUMP PUMP IN CRAWLSPAGE ' d'd Iloilo 1 v v v v v D'D 1 I 1 1 I I I I I I 10" SONOTUBES W/BIGFOQT BASES I 1•-TII ���II �.�II ; I I 1 1 O O ; O i SCALE: 3/16" - 1'-0- � 1 I 1 i 28,-0„ 24,-0" w -------------------------- 6.-2y5„ II.-3�o 12'8'h" U -------------------------- z w -----------8r�s----------- 2'-bk" x 3'-514" Q -------------------------- w ult ----- ----- , o a ---- I 4 FF=TREPL�A�CE KITCHEN\_ HARDWOOD FLR _ FAMILY ROOMS O MECHANICAL w O Q HARDWOOD FLR `, '� 1 Q ROOM TYP.GARAGE WALL _ m I ❑ -518"FIRE CODE CAMWi SKIMCOAT PLASTER 'Q j , -4 MIL VAPOR BARRIER _ `Q I -2 x b STUDS 16 O.C. O 3,-0n .1/2,CDX PLYWOOD 6 O -TYVEK NOMEWRAP •VINYL SIDING �,r - O O FLOOR 4"ABOVEIV- OTT Ma f- GARAGE FLOOR i* O x O 3 1/2" CONCRETE FILLED COLUMN co W L5 Q' WINDOW HEADER DOOR HEADER i i x p 4Z `p 3 - 1 3/4" X 9 1/4" LVL O 3 -2 X 10 I I 1 1 I I 1 I -• 1 I 1 I Ir ' H O MUD ROOM 'n 3-2 X 6 JACKS EA. END 2-2 X 6 JACKS EA END 1 I 1 I 1 I 1 I N TILE FLR I I I I I I I I {/F���/ 11(1(1("`���--♦LIJ///l!!! 1 1 1 I 1 I I I WALL 40 M� O r HARDWOOD FLR } O yV i i i i i ' Urt Q GARAGE r 1 I I I I I I I =) U BATHROOM I�71 T u u ? TILE FLR \/ O �-' STAIRS Q' -OAK TREADS -A -OAK RAILINGS -PAINTED RISERS/SKIRTS PAINTED BALLUSTERS TYP INTERIOR WALL 1/2"GWB W/SKIMCOAT PLASTER O �'x -2X4 STUDS Ib"O.C. SCALE: r LIVING ROOM "" AS NOTED uu HARDWOOD FLR r ______ __ OFFICE 8'-0" 2'-II" 2'-II'h" DATE HARDWOOD FLR 171 - TYP.EXT WALL _ -IR'GWB W/SKIMCOAT PLASTER 1-11-2002 -4 MIL VAPOR BARRIER =r -2 X b STUDS Ib"O.C. -R-20 INSULATION 2-I" x 1 -I/2"CDX PLYWOOD a+ TYVEK HOMEWRAP 1 O Q x -VINYL SIDING , 1 'N o __ FIRST FLOOR r 2 5„ 5.-Si 3'-9" `� i 8�" 5.8" o ;o PLAN r 5'-8" x 4'-13164" 5'-S"x 4'-131'4, u a u 11 DECK CONSTRUCTION -TREX DECKING -ASPHALT JOIST TAPE i° -2 X 6 PT JOISTS I6"OC -2-2 X 6 PT RIM JOIST II�� ___ ___ ___ -4 X 4 PT POSTS ___ ___ ___ ___ _ ___ -3 10" SONOTUBES W1 BIGFOOT BASES l'-6" Or, STACKING UNDER ROOF POSTS SCALE: 3II6 =1-O' 4,-0" T 24'-0" lU 4'-1046" 8'-5�° I I'-746° 91-011 22'-9l9° U 121-81b" z lU 81-54'4" x 4'-914" x x 3'44" 0 lu o ❑ O 4 CENTERED IN WALL ( ) a� ui 2 � U N1 �t O II'Sui11 - v -4 �t j Q4 T LACE FEILD VERIFY SIZE BATH '� 5'-0" TILE .^ x Q } STORAGE SHELVES O O cl MASTER BEDROOM ROD 4 SHELF C Q Q HARDWOOD FLR ° 6 Ini5'_10" tu 1— v O Ld ar � Al r CLOSET O HARDWOOD FLR x BATH jy �Y TILE ROD 4 SHELF WINDOW HEADER- 3 -2 x Co POST FOR RIDGE 3- i 3/4" X 9 I/4" LVL C4 STOR4SFElVEB 3-2 X 6 POSTS EA. END ar 2,$- GAME ROOM 1 I 1 I 1 I I I 5'-011 1 er Y HARDWOOD FLR 1 I 1 I 1 I I 1 (p H QQ N I I 1 I I I I 1 =r I I 1 I 1 1 I I I 1 I I 1 I 1 1 HALL z O X 9 4 = FOLo a l�AIRS HARDWOOD --CATHEDRAL CEILING F- 1 1 1 1 1 1 1 1 tr ----------------- } i i i i i ROD <SHELF m 3 U cp U m m o 1 m 151'4" A* 7 23'bl�i° O x 2-1 SCALE: O AS NOTED BEDROOM LLiI BEDROOM HAHARDWOOD FLR Iff HARDWOOD KA I Q DATE a� (� 1-11-2002 19 �~ 1 * � SECOND FLOOR51— 4 �. PLAN 2'-1014"x 4'-91V4" 2'-101411 x 4'-914" 2'-101/4" x 4'-94" 2'-1014" x 4'-9V4" \ C 2'-101t" 2'-10411 2'-5" 2'404" 61-01' 2-1014" 2'-51' 2'-10114" 2'-10'h" (��1 SCALE: 3/16" - 11-0II N . w Z w Q w Q d � N N 12 CONTINUOUS RIDGE VENT Q Q 8� 40 w O z i I I' GABLE END cr A A q q OVERHANG TTP. IV 4-YLFL� 1 1 1 TYLH—FITLFI--� z 0o � QQC4 z � c� o > zo � J 0 N O m OC � wa� r 3 UaoU �' B 1® ® B af 0 H,:FTF H l H LLLJ F SCALE: AS NOTED IF DATE ' ?•� c d - _a '- _A14- - a�4-- a A'A . �a 9 ' a �a • �' a - - - - 1-I1-2002—a4s —a Q4Q'9 —a24 —a4 � _ —"'A WEST ELEVATION SCALE: 3/16° • 1'-0" T w u _o N Lu CONTINUOS RIDGE VENT l N Q 1' GABLE OVERHANG TYPICAL Q O O v► Q =� A w 00 12 12 3 8 N _co A0 C ZIn zlY � () 12 EEHII Lill O 12 m 6 � U � U a A A � ■ SCALE: AS NOTED DATE a . . a . . a . . d a . . a . . d . . a . . a , . a . . a . . a . . a - . a c . • a • a a . • a 1-I1-2002 DECK CONSTRUCTION �'n_ 0_n_ 'n -TREX DECKING - - - - - - - - - - - - - -- -- -- -- -ASPHALT JOIST TAPE -2X 6 PT JOISTS 16"OG -2-2X 6 PT RIM JOIST -4 X 4 PT POSTS -4 10" SONOTUBES W/BIGFOOT BASES W-3 1/4" +/-OC SOUTH STACKING UNDER ROOF POSTS ELEVATION sr-ALE: 3/16" - 1'-0" I I I I I I I v I i v I I n I c I I n I I n I io i . I n 10 I n Q I I n n I 1 toIII 1111111 C � Q I � D I. . < I> . io I . N I> I o ( I v �t HIEN ro b P ro b P ro b 1 I I I I tl+ I I I I'�'I'-ids" I I I• n � I m 29' b DRAWN BY r CHRIS LIVINGSTON BREEN E DUSSAULT RESIDENCE N n84 ACTON RD 1 b N 0 m O CHELMSFORD MA 01824 LOT "A" OAKAVE. (918) 808-1025 NO, ANDOVER MA i - I i I I I I 1 I I i I. b° ' � D b° L b° 6 b° ti . � D b° D L b° L • o I> "01• b° a D b° 4 - � I b° 4 b° 17 . b° D b° L b° I. b° I; > b° b° I• - I b° I• o i 1 II r n� m I D Z � I p I � m I I A z i N I � I m I W I b DRAWN BY GREEN DUSSA,ULt RESIDENCE b GNRIS LIVINCxSTON(� 54 ACTON RD LOT "A" OAK AVE.N �} < A 0 p CHELMSFORD MA 01524 NO, ANDOVER MA -t -+ p m m m (9'T8) 808-1025 Z UJ z A w J ul 4 Q � � N N 12 Ln40 Q O O d 2 X 10 RAFTERS I�VOC ul Q z r — — — DETAIL A-I 2 X 10 FLR JTS 16" OC R-30 BATT INSULATION 2 X 10 F 4FTES 100C I I I N L z � Zoo } zoo J L IJ � CJ) 0 2 X 12 FLR JTS 16" OC 2 X 12 FLR JTS 16" OC m ? _ U � UT- ® ®rl o GARAGE WALLS 4 CEILING ® ® ® ® 5/S"FIRECODE GWB u W/SKIMCOAT PLASTER SCALE: 1 1 IA 11 10 AS NOTED �• 2 X 12 FLR JTS I6" OG u DATE 0 0 3- 1 3/4" X II 1/4" 2.0 E LVL Q Q Q I-11-2002 ^e BASEMENT FLOOR ^o 0 -6" COMPACTED STONE BASE _TYP POSTS a —BASEMENT WALLS o -6 MIL POLY VAPOR BARRIER _3 I/2 CONCRETE LALLY COLUMNS `v - 12"X24" POURED FOOTINGS W/KEYWAY o -2" RIGID INSULATION - 10" POURED CONCRETE WALLS . 4" CONCRETE SLAB -24" X 24" X 12" FOOTINGS vo -FOUNDATION COATING TO GRADE it -2" RIGID INSULATION oe CROSS SECTION - A-A SCALE: 3/16" 1'-0" r r1 UJ v z w Q N to QC i Ld Q d N Qw Q 00Ck 3-13/4"X 16"Z.OE LVL Z 'Q z 3-13/4"X I6"Z.O E LVL N7 - (1�L/ POSTS M O O R-30 BATT INSULATION R-30 BATT INSULATION 3.2 X 6 POST W/2"PROPER VENT W/2"PROPER VENT IN WALL TO 3-13/4"X 9 I/4"2.0 E LVL SUPPORT RIDGE WINDOW DETAIL B-I X x C14 3,2 X 6 POSTS \ z O i L _ Z-1 3/4"XII I/4"LYL SOLID BLOCK UNDER POST O Nl R-30 BATT INSULATION I _ _ 2-1 3/4"X It 1/4"LVL ^ R-30 BATT INSULATION z.1 4Q uuuuuuuuukm IL O DETAIL 13-2 } z o 3-2 X 6 POST _ LL IN WALL TO RIDGE 3-2 X 6 POSTS IIn) / 3-13/4"X 9 I/4"LVL SUPPORT RI {- Vl O I W 3-Z X 6 JACKS EA.END 3-Z x 10 HEADER �.- cn ati o i z :r t— DOOR WI'`POW Z-Z X 6 JACKS Q SCALE: AS NOTED . 4 • 4 • 4 • 4 • e • 4 ' 4 • 4 • 4 • 4 • 4 0 0> o •a •a D•e �•a D•a 4'a �'a �•a 0'e �'a �•a �'a 4 `a D D D D D D D D D D D D D D D D D D D D D D D D e o 04 O O ° O O ° O•° O ° O O ° O ° O ? O `o `e 4 • 4 • 4 • 4 • 4 4 • 4 • 4 • 4 • 4 • 4 • DATE 6'a . �•a �1A da D D D D- D 4.D- D D- D D- D 4 D DD V D 0.D D D- D 'g D D, I-II-2002 4 % .4 4 4 4 0•a .4 4 4 4 4 4 0 'a vo vo ve e4 ,• e- •• 4 •• 4 • 4, •• d • 4• •• e- • 4• ,• 4, ^• 4. w• e SCALE: 3/16" 1'-0" n A n A•n A•n /)'n A'n A`n A•n A`n A'n A•n A'n A`n CROSS SECTION CROSS SECTION CROSS SECTION D-D B-B B-B D-D GS-2 - w u z w U4 rX i ui 4 =3 d � N N Q OQ Z q w w- 00 2x10 FLOOR JOISTS a 16" o.c, ,1- E3 M E3 ❑❑ z � w- S) a a DECK ROOF -2 X 8 RAFTERS 16"OG O} 0 � -2 X 6 CEILING JTS -� H f O -2 -2X 8 SUPPORT BEAM Cn U -4 X 4 PT POSTS 2x12 FLOOR JOISTS• 16"o,c. u u Q TYP. EXT WALL ❑ ❑ 1313 - 1/2"GWB W/SKIMCOAT PLASTER -4 MIL VAPOR BARRIER 0000 �+ DECK CONSTRUCTION -2 X 6 STUDS 16" O,C, `t -TREX DECKING -R-20 INSULATION A -ASPHALT JOIST TAPE - 1/2" COX PLYWOOD -2 X 6 PT JOISTS 16"OCTYvESCALE= -VINYL SIDINHOMEG AP ® -4 2 4 6 PT RIM JOIST AS NOTED -VINYL SIDING -4 X 4 PT POSTS -3 10" SONOTUBES W/BIGFOOT BASES 1'-6" �/-OC 2xi2 FLOOR JOISTS a 16° c.c. STACKING UNDER ROOF POSTS DATE 2- 1 3/4" X II 1/4" 2,0 E LVL I-I1-2002 ,o nQ CRAWLSPACE FLOOR TYPICAL POSTS CONCRETE WALLS -4"CONCRETE SLAB -9 Itt CONCRETE FILLED COLUMNS -lr X 24"POURED FOOTINGS W7 KEYWAY p• -6 MIL POLY VAPOR BARRIER -24"X x @"FOOTINGS -10"POURED CONCRETE WALLS e -2"POLYSTYRENE INSULATION -DAMPROOF TO GRADE - S. COMPACTED STONE BASE -2"RIGID INSULATION o a CROSS SECTION C-c: CS-3 ul u z w Q Lu A� AePNALr eNwra.Ee�, T x Io RARTFRb w•m_ AerNALr ewNGl-ca—�, )x a RAGavx a'x � `l }NI- PROPER VENT B lH CELT PAPER (1� PROFER•AiT 6 LB GELi PAPERW� ICE i E4TER eNE"D ICE WA1ER BNEILD 73 '� ////> AlU1WW1 plP EDGE Q O 10 R->O BATT BRLLA"ON AWNRXIM CRP EDGE Rs30 BAIT INRAATION w ero'CDX ROOF DNEATWNG 9ro"^L%ROOF eNEATwNG •Q z>( I X a GA"CLE ^ AWL uAD I x>eTRAPPING �a x a FLR.m w•r- '�+''rAAo� A/ O O X>BTgAPPMG l[. I X>eTRAPPWG I X>e1RAPPING ■.,T�, Nm 6OFR1 VERT Ant VAFPOR BARfdBi W z WryL 6CFAT VENT •'4L VAppRi BARRIER In"GwB wl baMCOAT PuerER V WYL eDING IR'GeB Wi eKIttCOAT PlA"TER I"-b BATT INpULATION V>fri EIOING IYVB(HOMFwRAP R-b EATT INBIILATION i1YD(NCPIEWRAP Vr LDk eNEA-- VY mx E11F.ATNMG )x eanabwx )X6elUDbw OO 04 DETAIL A-1 DETAIL B-i z o Q � Ll C, z (Ka0 } zoo � o ; o r Q LETTER COUNT LIBRARY NAME TYPE SIZE R.O.SIZE HINGE DIRECTION LO E 1 Anderson TW 2432 WINDOW 2'-64" x 3'-54" 2'-64"x 3'-54" N D 1 Anderson TW 28210 WINDOW 2'-IOW" x 3'-IW" 2'-104" x 3'-14" N SCALE: C 2 Anderson TW 2846-3 WINDOW 8'-54s" x 4'-94" 8'-544" x 4'-94" NNN AS NOTED AePRAL.eNMGLEe B 2 Anderson TW 2846-2 WINDOW 5'-8" x 4'-94" V-S" x 4'-94" NN BLB FELT PAPER A 15 Anderson TW 2846 WINDOW 2'-1014" x 4'-94" T-104" x 4'-94" N DATE bro•;ax RaGF eNEATNwG )xe RAPIERew D: 1 Birold Door BIFOLD 2'-0" 2'-21/2"X 6'-b I/2" R -11-2002 Aw+INun ORP EOGE I Blrold Door BIFOLD 5'-0" 5'-2 1/2"X 6' -10 1/2" LR T X 6 OF.IL>IG JOwi6 F 2 Colonial Door Exterlor DOOR 3'-0" 3'-3 1/2"X 6' -10 1/2" L AIJYL CLAP IX>brRAPPGIG F 2 Colonial Door Exterior DOOR 3'-0" 3' -3 1/2" X 6' -10 1/2" R DETAILS Tnm bOFRT PANELs 4 Colonial Door fnterlor DOOR 7$" 2' -10 1/2" X r.'-10 1/2" L 6 Colonial Door Interior DOOR 2'-8" 2'-10 1/2"X 6'-10 I/2" R I French Door Interior DOOR 5'-0" 5'-2 1/2' X 6'-10 1/2" LR DETAIL B-2 H 2 Garage Door GARAGE 8'-O" R.O. 8'-3" N G 2 ANDERSON FWG 8O68R SLIDING DOOR 8'-0" R.O. 8'-0"X NN i Sliding Door Interior SLIDING DOOR 3'-6" 3'-8 1/2" X 6'-10 1/2" NN 2 Sliding Door Imterior SLIDING DOOR 4'-0" 4'-2 1/2" X 6'-10 1/2" NN 3 Siiding Door Interior SLIDING DOOR 5'-0" 5'-2 1/2" X 6'-10 1/2" NN I 2 VELUX SKYLIGHT VS IO6 20 1/2" X 45 1/16" 21 1/2" X 46-1/8" N 40'-0" 1"0" M Lo X 12 LR rrs I " oc 2 X 2 FLI JTs 16" G 0 i0 Ur Ou rtrt<�m m AO O D Z 2 X 2 FL R jr, 16" G 14 11 11 u X S F n D r m w O DRAWN BY A N N CHRIS LIVINGSTON BREEN t DU58AULT RESIDENCE z Cl 84 ACTON RD 3 n -+ 13D CHELMSFORD MA 01824 LOT "A° OAfG AVE, iZd m M M (918) 808-1025 NO, ANDOVER MA U z LU 24'-0" 0 W 23'-0" FLUSH BEAM 3- 13/4" X 14" 2.0 E LYL CANTILEVERED T Z cl) v 3-2 X 6 POSTS Q O Q 2 X 8 PT FLR JTS 4 Q I V tu _ 'Q O I Q z I a I I d CV — — — — — — — MID SPAN SOLID BLOCKING z --5-2 x 4 OSTSz (�J O I yzOcq I 4 c) r 4 Q FIELD VERIFY R.D. Q 2- 1 3/4" X It 1/4" LVL FLUSH BEAM U 3 1/2' LALLY i CENTER F I 3 - 2 X 6 POSTS AT EACH END a — — — — MID SPAN SOLID BLOCKING x 1,' rLF Jrs 6" SCALE:AS NOTED I I I N DATE I 1-11-2002 0 � I I I I SECOND FLOOR FRAMING N N ( I I I SCALE: 3/16" - 1'-0" S2 MID SPAN SOLID BLOCKING AND OVER BEARING WALL Lu U z MID SPAN SOLID BLOCKING to AND OVER BEARING WALL Q W W Q N Q N Q } p OOI I Izzb I I W =Q d lU 0z I I I I i I I I N I I � z O O � I I p p N i z (Y- > zo � FLUSH BEAM N U roLDINb I 3-2)( 10 srarss I 2-2 X 4 POSTS EA. END Z3: t 3. UcAU a I I I I SCALE: AS NOTED I I DATE W- 1-11-2002 LL o i o I N I N I ATTIC FLOOR I I FRAMING I I 2a'-o" SCALE: 3/16° I�-O• U z w Q N w QC ul Q N — A 0Q ua OOz 2 to 3:12 ITC ./- EIL VER FY N z •- rL 4 STRUCTURAL RIDGE 3-13/4'X 16 2.0E LVL 3-2 X 6 POSTS EA ENDLL } z -1 O O U � U Q N 0 Z 3: �t Mi t A n Q UaDUa' a 2 X ID i " O 12 PI CN SCALE: AS NOTED ju DATE 1-11-2002 ROOF FRAMING SCALE: 3/16" . V-O" S-4 r--------------------------------------------------------`--_--------------------------------------------- ------`-----� 1 1 0 0 0 0 0 0 0 0 0 0 0 0 o I ;---------------------------------------------------------------`-----------------`---------------------`------ i D' i 1 1 1 1 1 1 1 1 1 1 I I I a.a I 1 1 1 D'6 1 / I 1 i --------- I 1 t 1 7 r 1 1 1 1 m 1 I 1 1 1 [r 1 I I 1 V.V I I 1 1 1 1 1 1 1 1 I I 1 i i i 1 1 1 1 1 1 i i _ "�S2'g'c2x_____�____-- 3___ __2______E_: c_3________:ev_3__ __{FF{.E________v..cxE ,p 1 1 ________ x__Y_. ____________x____J___ __C_________-_____-_C__ __5----_-----_2__ __FCF 1 D i a'4 i � N1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 D'D 1 1 1 1 1 I 1 1 I 1 1 1 1 V,V i 1 °•D 1 1 1 1 I 1 -----------------`-`---------------------`-----------------------------------------`----------------J I 1 D p 1 v v v v v v t 1 1 I I D'D I I 1 / 1 I 1 1 1 1 1 D'D 1 1 1 1 1 I 1 I 1 / 1 1 1 1 1 1 1 1 1 1\ 1 1 1 1 1 1 1 1 \ 1 1 1 1 \ 1 t 1 I ( I 1 1 \ 1 1 \ 1 1 I 1 I 1 1 1 \ I 1 1 1 1 1 \ I I 1 1 \ 1 D I 1 1 1 I \ I I 1 1 \ I 1 1 1 I I 1 I 1 1 \ 1 I \ t t 1 v v v v v v v v I L----------------------------------------------------------------`---------! 03 C1 D r m w b DRAWN BY M OD BREEN d DU55AULT RESIDENCE rn -0 M Z y v (, N CNR15 LIYINC STON Z b 84 ACTON RD II II Z 70 D O -i O r` CHELMSFORD MA 01824 LOT A OAK AVE. p m M m 198) 808-1025 NO. ANDOVER MA -------------------------- _ U --- w I 1 10 8 i 3"O IO � � 3 \ 00 X / I TOC aw ---- ,` -----" o -- r t1- I i I I I p ; X z Q 1 1 1 1 1 I I I I 1 f I 2-1 I I 1 1 I 1 I 1 1 1 1 1 I 1 1 I 1 1 I t I I \ O I I 1 I I I 1 1'v U I (th (fl) m = dtuco 1 1 I I I 1 i I Ce \ X e 4SCALE: O \� Electrical AS NOTED FAN LIGHT STEREO I, 4P double spotlight DATE SYSTEM I o 0 0 0 o vanity bar light 1-11-2002 4 wall sconce SPEAKER OUTLET TEL DATA CABLE FIRST FLOOR \ electrical panel ELECTRICAL ro= 5'-8" x 4'e " ® 518° x a'-914° ® -� light PLAN low _ i- outlet outlet 220v - - outlet Sri smoke detector E-2 switch ----------- $3 'Switch 3 way U 8'-594"x 4'-914" 2'-1014° x roc 0 -- } x Q } 4 ---ROD-4 SHELF - __ -----__ � F- - � o a� 1 F -1 5_0 ---------------- 2-4 2,8.1 , i 1 T ZIL Q i- 1 i i i i i i 3 � lil CI4 l� I I I 1 1 I 1 1 1 I 1 1 I I I 1 T M r 2 b 2-9" Electrical U cA U a' _ a / catling fan o x o SCALE: FAN LIGHT AS NOTED 1 , 1 i Q o 0 0 o vanity bar I fight wall sconce DATE i ?' E TEL DATA CABLE I-11-2002 1 m ' x light x ° outlet 4 " outlet gf f SECOND FLOOR ELECTRICAL smoke detector PLAN $ switch 2'-10'4" x 4'-914" 2'-1014"x 4'-914" 2'-1014" x 4'-94" 2'-1014" x 4'-914" $3 Switch 3 way E-3 SCALE: 3/16" - I'-0" I Ul U tu O a ' t F � I AwC 1 p0 3� 2 N 10 3:12 ITCI EILM VEr FY04 `Q L P;41Q T/AG. z O O arr/r- � QQN F� FLAo 3 a zw � U STRUCTURAL RIDG 4 1 3/4 X I6 z.OE LVL 4-2 X 6 POSTS EA END � Z V N Q M� Y\• 2 — 2X I Or- At 2x� Pos� w s� , Of e 12 PI CH SCALE: AS NOTED DATE 1-11-2002 ROOF FRAMING N SCALE: 3/16" • 1'-0" 4�9 QF14 M 1l U z 24'-0" W Q 23'-0" Lu L/ FLUSH BEAM / C 2 X 8 PT fly 3- 13/4' X 14 LVL 2.00 ►aN © J } 3-2 X®POSTS AT EACH END Gt 5 7� D. CANTILEVERED Q L � I I 2 X 8 PT FLR JTS O O I 1 Q Zr► = p I Wd z u.1 O of I m <r � � I 1 � " — — — — — — — — MID SPAN SOLID BLOCKING C14 I O to O how I _� 4 } Zap M 8,0 B " tnU � CA m Lu to Q RELD VERIFY R.O. 2- 1 3/4" X It 1/4" LVL FLUSH BEAM 3 U ca U �q 3 1/2" LALLY+CENTER 1 3 -2 X 6 POSTS AT EACH END MID SPAN SOLID BLOCKING L X 1 FLS JTS 6" C SCALE: AS NOTED DATE 1-11-2002 mv � I a I I I SECOND FLOOR FRAMING + " I I I I SCALE. 3/16" • 1'-0" MID SPAN SOLID BLOCKING AND OVER BEARING WALL l lu 281 011 24'-0" U z 1 (n I IW�j ----------------------------------------------- o e e ----------------------------------- --- 'wu ----------------- I 1 ---rl,,,------------- 1 I } , " I 1 '11111 TYPICAL POSTS I L-----------------------------J----------------------------------- - Q 'N°I } loll -3 1/2" CONCRETE FILLED COLUMN6 D.D ~-----_, O Q 1 i ° d i uNlX 24 X 12', I e o t 24" " FOOTINGS uul 1 Q z I✓ 1 - 'Q CRAWLSPACE FLOOR i 'um i 1 �; 9 D ; w O Q i i�I,1� i i D D ; \ i ii •p t V O -4" CONCRETE SLAB d i -6 MIL POLY VAPOR BARRIER _�;;;;;__ 1 D 1 \ i , 1 ••a -2" POLYSTYRENE INSULATION COMPACTED STONE BASE 1 I N111111 1 1 \ / II GARAGE FLOOR �'uw 1 ^4° GONCREiTE SLAB 1j ; 'D , \ -FIBRE ME44 REINFORCED 1 1 1 inul ' I -3" PITCH TOWARDS GARAGE DOORS / u 1 1 1 11111 1 1 1 I 1 illi / ii °'° i i MN 1 1 1 11111 1 D , z ' ' 11 1 ' _4-__ ____LcFUw__J 1 ' 1 ' 9 D 1 ' --------------------- ----------------- ------------ J O 'Q uill t, \ t 1 1 1 I I 1 I 1 1 1 '11111 1 1 ' It D•D 1 4 ,^ .^ O iiiii 1 3/4' X II 1/4" 2.0 E LVL 1 1 1 1 1 I 1 1 t 11111 / 1 1 RISE 4 RUN VD,D m II 1 z 1 °• 1 1 I 1 D,D 1 ; / 11 11111D'D ; \ / II -- 11I>1 1 Q 1"nln 1 1 I D 1 It if p,D i 11111 t / 1 1 '11111 1 1 I II I 1 I '11111 , 1 I / :; 9•D ; 111111 V111 1 1 SCALE: i 4' i a0 liui ; p -------------------------------r�---------------------------------41 ' AS NOTED uN1 1 1 1 '11111 1 1 t v I 1 ltllll 1 -----------------------' L-----J 11111 ,D I------ r--_-� ° 4 i 'O1n i i -0" 2-8 2a0" DATE 4. , I fills 1 D 1 1 I 1 No, I 1 1 °• ; i 1 mat i i p i 13 9" i 1-11-2002 L_LIN,/__J 1 1 t wNu1 p p °•4 ' u 1 1 1 1 1 'IIN, 111111 1 1 ' 111 I 1 ' IT: ' 1 D,D 4 i CONCRETE WALLS I iul 1 1 GENERAL NOTES:I � 4 -12" X 24" POURED FOOTINGS W/KEYWAY VIII 1 1 VIII 1 , - IO" POURED CONCRETE WALLS 'wll FOUNDATION SUMP PUMP 1 I , °, ; -DAMPROOF TO GRADE iiiii 1 D i -ALL CONCRETE TO BE MINIMUM 2800 PSI ; ; -PROVIDE PERIMETER DRAIN PLAN IL---------------------------------- I-MM------------------------------J p,° I 1 ' °'4 ---'--' -PROVIDE PERMANENT SUMP PUMP IN CRAWLSPACE ' 1 I 1 1 ' I � I , 1 I 10" SONOTUBES W/ BIGFOQT BASES n T I I — I , i SCALE: 3/16" • I'-0" O O O(> 0- 1 1 , 9" - w e V Z W Q • w at ul Q Z3 } � 4 'Q N : q } 4040 OQ 1 3!4'X W"2.0E LVL Z q Z � 00 R.30 BATT INS1LATION R-30 BATT INSULATION X 6 POST W/2"PROPER VENT 3-13/4' II I/4 1.0E LVL W/2'PROPER VENT IN WALL TO SUPPORT RIDGE __II DETAIL B-I 6� —3-2 6 TO L — SOLID BLOCK UNDER POST Z O 4 M R-30 BATT INSULATION T-1 3/4"X II 1/4'LVL 1/4 II X ��,//r���� "LVL I V/ ('� c f - - Z (Y(� R-30 BATT INSULATION O 1 i DETAIL 5-2 r( `_-4.2 X 6 POST } O f 94 IN WALL TO O SUPPORT RIDGE f 3-13!4"X I V LVL 9-2 X b JACKS EA.END _ 3-2 X 10 HEADER z = `l Yrl 2-2 X 6 JACKS Q ` � O SCALE: AS NOTED d • d • 4 ' d • d • 4 • d • 4 • 4 • d • d o D D D D O D D D D D D D D D D D D D D D D D D D p• p• p• p d n •n 4 4 p• p• p• d D' p• 4 d d• p• p• p•• p•n p DATE ^o eQ d d 4 4 6,a D`e D`e 6,a b% D`a D`a Q `a ' 1-11-2002 D D D D D t- o, D o 0 D D D D D D D O D D D D D D D v •o pe p�• p•n• p,? p•? p••• p�• p n p,? p.n p,D p n p, ' 4 • 4 4 4 4 • 4 '61, Q10, D D D D D D D D D D D D D D D o D D D D D D D D .co •no • d • d • 4 e d e d e 4 e 4 • 4 • 4 e 4 • d- e 4 SCALE: 3/I6° 1�-0e `n `n •n •n -n `n �n �n n •n •n 'n •n CROSS SECTION CROSS SECTION CROSS SECTION B-B D-D B-B r D-D 071- / Ot,µORT11y I" y # - y 1, CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number `/ j! Date IP THIS CERTIFIES THAT THE BUILDING LOCATED ON MAY BE OCCUPIED AS fly � ,q o , ` IN ACCORDANCE WITH THE PR IONS OF THE 14ASSACHUSETTS STATE BUILDING/ CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. r/ /c oo�, 3 13a Afi, CERTIFICATE ISSUED TO L)A ti c Y 4- c5 o 8 ay k3 r e.e n-� `I Building Inspector NORTH Town �E°® � over . F- 70 No. - '� - IA11 �K dover, Mass., coc.,C ADRATED P? Cl SS H E BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System ^' M BUILDING INSPECTOR THIS CERTIFIES THAT../11. N��.Y... .V���......�p...�!�.��.....�..a/ ./ . ...... U-�.SI. .V�`�.......... Foundation has permission to erect........... ......................... buildings on .....Jr....LV AK........Av .. Rough to be occupied as...rT.���Omm� r4/►//Q dJ1 ,l�C !�` .... .�N��t /'! /Yl/.1�....�.. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes andPy-Laws relating to the Inspection, Alteration and Construction of Buildaigs in the Town of North Andover. �qoZ 8 ��y�� Pa#— 2 a.4 OaRJO PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. ou PERMIT EXPIRES IN 6 MONTHS 40 L UNLESS CONSTRUCTION STARTS ELECTRIC INS P C..................... .4 T ... ce BUILDING INSPECTOR /�� ina Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Fin 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. l Town of North Andover waRpH � q Building Department o 27 Charles Street o �► North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 e O'VA COCw1(MWItM y1' T. ACFiUS APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS O LOT NUMBER SUBDIVISION DATE REQUEST FILED DATE READY FOR INSPECTION FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS 'Tf FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE($25.)DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE ,r. OFFI IAL USE ONLY ROUTING CONSERVATION DATEd 2/ PLANNINGI�DATE Z 0 2- D.P.W. -WATER METER DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE WSPECTI QUEST DATE. SIGNATURE/ AUTHORIZATION k R E C E I V Town of North Andover f NORTH JOYCE C B R of the Zoning Board of Appeals 0 � _ op NO Development and Services Division 27 Charles Street * Andover,Massachusetts 01845 ;�S"" 2001'NOV 21 P 2:1' ' ACHU`+Et D. Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978) 688-9542 r,•ify that twenty(20)op ''Psed from date of decision, : ..cut fiiinq of 4appe�(Any appeal shall be filed Notice of Decision lutajZ �1within(20)days after the Year 2001 ' . aus date of filing of this notice Clerk in the office of the Town Clerk. Property at: 5 Oak Avenue NAME: Nancy Breen DATE: 11/21/2001 ADDRESS: 5 Oak Avenue PETITION• 028-2001 North Andover,MA 01845 HEARING(s): 10/9, 10/16, &11/13/2001 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,November 13,2001 at 7:30 PM upon the application of Nancy Breen,5 Oak Avenue,North Andover,MA requesting a dimensional Variance from Section 7,Paragraphs 7.1,7.2,&7.3 of Table 2,for relief of front,rear and both side setbacks and for a 1L� Special Permit from Section 9,Paragraphs 9.1 &9.2 to allow for the extension of a non-conforming lot and structure n j in order to raze existing non-conforming structures and construct a new dwelling with attached garage within the R-3 zoning district The following members were present: Walter F. Soule,Robert Ford,John Pallone,Ellen McIntyre, George M.Earley. Upon a motion made by Robert Ford and 2"d by John Pallone the Board voted to GRANT a Special Permit to allow reconstruction of lawfully non-conforming,pre-existing structures(house&garage)as set.forth on the revised plan dated 11/2/01 by H&B Survey Service,219 Salem Street,Andover,MA 01810. The Board made the following findings(after considerable deliberation): I. Granting this Special Permit will not significantly increase the non-conformity; 2. Use will not be more detrimental to the neighborhood than the existing non-conforming use; ' 3. This specific site will be an appropriate location for said use and structure proposed; 4. There will be no nuisance or serious hazard to vehicles or pedestrians; 1 5. Adequate and appropriate facilities exist or will be provided, including sewer hook-up; 6. The proposed use&structure is in harmony with the general purpose and intent of this bylaw; fV 7. Removal of existing house,.garage,and shed required before building permit is issued; 8. Building elevations according to revised plan as referenced. Voting in favor: WFS/RF/JP/EM/GME. Upon a modified motion by George M.Earley and 2°d by Ellen McIntyre the Board voted to GRANT a Variance to limit front setback of 14' (located on the North side of the proposed new house structure). Voting in favor: RF/JP/EM/GME. Note: No street frontage relief was deemed necessary since the existing house and lot are legal pre- existing,non-conforming structures and usage. Also, side setbacks for either side relief is not required and the proposed garage location is the same distance from the rear lot line as the existing garage. The intent of the decision is in compliance with the Bylaw, and appeal for relief. Page one of two Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant,it shall lapse, and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced,it shall lapse and may be re-established only after notice,and a new hearing. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant,it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced,it shall lapse and may be re-established only after notice,and a new hearing. Town of North Andover Board of Appeals, - Walter F. Soule,Acting Chairman Decision 2001-028. Page two of two ATTEST: A True Copy ESSEX NORTH F4E STRY Of DEEDI S LAWRENCE, MAW. A TRt1i: COPY: ATT98T: ._w sTw Location .6- -A No. Z/ "/! © Date HORTh TOWN OF NORTH ANDOVER � s Certificate of Occupancy $ t Building/Frame Permit Fee $ s�CMus Foundation Permit Fee $ r Other Permit Fee RA2-L $ TOTAL $ �� Check # CCA 5 H / Building Inspector ; 5308 TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER DATE ISSUED: S- SIGNATURE: Building Commissione'r/1for of Buildings Date SECTION I-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: )61 A 01' AIASU HA Map Nunt6er Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: -3 ZoniniDistrict _ProposeaUse Lot Am(sf) Frontage(f L) 1.6 BUILDING SETBACKS 00 Or Front Yard iw�Side Yard ek Rear Yard Required Provide tXsf Required eusf w Provided e R 'red Provided 5 4 'A va-") 1 /(a 30 +- - 30 130 -t- qQ 30 (&v I"'t) 3 a 1.7 Water Supply M.G.L.C.40.§54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public )E Private 0 Zone — Outside Flood Zone Municipal On Site Disposal System D SECT ON 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record �u5q-v1 'J, �ree- vlj-() Sall Name(Print) Address for Service: Signature U Telephone 2.2 Owner of Record: N � Nam I nt pp Address for Service: Signature " Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable yp Licensed Construction Supervisor: License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable � Company Name Registration Number Address Expiration Date Signature Telephone i SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this affidavit will result i in the denial of the issuance of the building permit. i Signed affidavit Attached Yes...... ' No.......0 SECTION 5 Description of Proposed Work check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition )4 Other ❑ Specify Brief Description of Proposed Work: l dna r v!\ L ,) o 5 -e f CA-r-Q C 1 `O rel SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be gtJFFICI?ILUS ONY " Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)X (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5) 0 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUII.DING PERMIT I, SVSCL-, J, " 4 as Owner/Authorized Agent of subject property Hereby authorize I"Ze act on My behalf,in all matters relative to work authorized by this building permit application. V1 /0 z Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, �C-tC,r as Owner/Authorized Agent of subject property Herebv declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Prim Si ature of Owner/A ent —� DatO 1 NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 19T 2 ND 3RD SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE RA,R-13-02 ","'ED 9:28 AM F. 1 Mar 13 02 09:08a NRNCY 'S CATERING 8786811188 {°- 1 Town of North ,Andover Baumng Department 27 Charles Street North Awimer, as 01845 * - (978)688-9345 Fax(978)688-9542 s`s� 4L 0 BuRdi ¢Demolition Affidavit S�tcHus¢ DATE DR rone,.�w* a wr► j{s J �f�.2nn Jy;S�. �T J� pgQgT Y Lu�A'1IQ�l 5 A Mf DESCRWTION �12.�,cu�iY,tik a �Yv:L' 4 �.�.h3R 41- c�TR&MR0 s NAME&�DI3 S� {� f E,, �6_'K►�.' .x C n�i;ti �Gy D.P.WJ_WAT'ER 3 rAS1/7 c Flir cam IAXE-3—CLL c�-rERAIII�IATO�. DUMB'.S'I�R Q� Ff�S"ntBF�1 _. i �ot� 1 i 0 ;).ql ` BZDS D FORM U - LOT RELEASE FORM ~=� w1()L(A (oN INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicableor requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT t-J W(`) (j 0 i P, S J S AJ 3,2fW, k`l )10S5A VU-1 PHONE �-✓o K)-U LOCATION: Assessor's Map Number �` PARCEL SUBDIVISION LOT(S) STREET (DAA AVC ST. NUMBER S *****************************************OFFICIAL USE ONLY*********************************** RECOMMgLNDATIONSf TOWN AGENTS: . r CON§E ATION D INISTRATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS U''SE Pc i ST 1 Alm 5Cev1E5 - No ;=&-E PUBLIC WORKS - SEWER/WATER CONNECTIONS b/< DRIVEWAY PERMIT D,L Z_Zp Q2 FIRE DEPARTMENT a2_ RECEIVED BY BUILDING INSPECTOR DATE Revised 9\97 jm " r» The Commonwealth of Massachusetts Department of Industrial Accidents K. Office of Investigations Boston, Mass. 02191 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone LJ am a homeowner performing all work myself. � r 01 am a sole proprietor and have no one working in any capacity t I am an employer providing workers'compensation for my employees working on this job. 1 Company name.- ee_Tri a�dee n �C C cz�/g�-t u� �L ✓1 C { Address S Y- City: N_ n�p efL. ,(►� Phone# ? 6 ' ' 7 / Q/ Insurance Co. G v C drel tis �•-� Poli # f w C 2 l��j Companv name: Address City: Phone# Insurance Co. Policy, # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties.of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I understand that a copy of this statement may be forwarded to the Office of investigations of the DIA for coverage verification. I do herby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature �-�'L `7 " `'�— Date 49- 1 0 2 Print name � ��� ���-�✓ Phone#_ 7-2,W, 6 Y Official use only do not write in this area to be completed by city or town official' Ei Building Dept ❑Check if immediate response is required Building Dept [] Licensing Board p Selectman's Office Contact person: Phone#. F-1 Health Department Other FORM WORKMAN'S COMPENSATION North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: .6e-orf0 � � rhr� (Location of Facility) P Signature of P rmft Applicant 2 ate NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector Town of North ,Andover a �� +a aT Clula,Stan d (9u)U&-%45 Fax(s►m M&gm r ti=j•+.�Rrirt � J)f'+td+1��"l4ry � �cX S'��:t 7• - ON 5 AMi D�SCIt[Pi1QN J)tru.;���'.,a,, •�' ���;��� ���,�yt, -�a� re�i'1c{ Oxmw, o Z f TAM 1KQ3l�E'Nt7l�oBt�t ao�� I t o a��`� NorciM E Town of over No. W4 0 yup - oma o�A �oC ;CIdower, Mass., OA ED P ,�5 BOARD OF HEALTH PERMIT TO RAZE . Food/Kitchen Septic System /*/AM BUILDING INSPECTOR THIS CERTIFIES THAT � } ..V v ....�....���....... ................................. .... ..�.......�...... .... .................................... Foundation has permission to iwti.. .. ..& ,,.,buildings.. on 5 O �X........A..v. Rough .... ........ .... ..........t� � ��iIk � Chimney to be occupied as .......F. .................................... .. �V ............................... 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. Z w! " W3,11- PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. r�r/a� as _ Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION ST TS ELECTRICAL INSPECTOR .. Rough ..... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. b SEE REVERSE SIDE Smoke Det. Location- No. ocation No. •</y Date -3" 7 �- 'A T" TOWN OF NORTH ANDOVER 3? • • O F e 9 Certificate of Occupancy $ s . CN�s<� Building/Frame Permit Fee $ - Foundation Permit Fee $ Other Permit Fee $ TOTAL $ ? Check # Building Inspecto + / V CERTIFIED FOUNDATION PLAN PREPARED FOR NANCY BREEN 5 OAK AVENUE NORTH ANDOVER,MA 01845 3 3' a A1,0 ' f�rl lu I HEREBY CERTIFY THAT THE FOUNDATION SHOWN ON,THIS PLAN IS LOCATED AS SHOWN AND THAT ALONG WITH THE ZONING BOARD OF APPEALS DECISION OF DECEMBER 18,2001 2 CONFORMS TO THE ZONING LAWS OF THE TOWN OF NO ANDOVER. V. OF OAi1fF � _ mom fail ,�� SCALE : P=20' LAWDATE: APRIL 18,2002 ENGINEERS: H&B SURVEY SERVICE 219 SALEM STREET ANDOVER,MA 01810 J F/GD 1 YyO = / 1ao � Y �s� = '7 ,-I- ,3 o . -- 39 c� -- rrACt,fL Lu 28111 24'-0" Z W Lu 1 I N ------------------------------------' ---------------------------- ' N- 1 1 � I 9,4 0 0 0 0 0 0 to o• n• c o o. 1 I 1'1 -------wu ----------------------------i r-_'_'_-'-'-----'----------------- r } uw Lu {� } TYPICAL POSTS � L-------------'I---------------------------------------�-----------------1 -3 1/2" CONCRETE FILLED COLUMNS D.I' o 0 1 O OL1 Nw -24" X 2411 X 12" FOOTINGS 9 P I w Lu Nw Z Q i °,° i - 1 'iiiii--, i p•D ' i 1 i 4 i CRAWLSPACE FLOOR Q ilriii i i \ i /i D D i rQ�/ O O 4" CONCRETE SLAB I I I 1 1 -,& MIL POLY VAPOR BARRIER 4 i -2" POLYSTYRENE INSULATION ;"III 1 i \ ' / i 15,b i (J i 4,4 i -6" COMPACTED STONE BASE GARAGE FLOOR -411 CONCRETE SLAB i 4. 1 11111 1 .D i \ i -FIBRE MESH REINFORCED Nw Iltll r-Ln1n--� 3" PITCH TOWARDS GARAGE DOORS 11111 1 1 i I/ 1 D'D I i \ M 1 I 111WN111 ____1 °'4 11 ' L_ 4' L_______ ____L_'UIN-_J I 'D 1 ' L-I I P D 1 J _ ___________________________ FIIIn__________-__-________________1_ __ -------------- ------------------------------------- ------------- C,O 1 1 '11111 I I I I 1 1111/ 1 D,D 1 '\ / ' I D'D I _\~� �n Q Q N VIII 1 1 ' I 1 1 N V v (Y- -L y.{(�/ 7 O I C I IUP I 1 1 I I I . {I- 3- 13/4" XII I/4" 2.0 E LVL I 'D I ; \ ' ' D,o I Q } Z O 1 LL I I I I I I I ❑111 1 1 1 1 1 I I 1 1 1 I I I m II1II 1 1 / 1 1 I i 4'4 i FIELD VERIFY NNI I o'0 1 1 1 �n fn U 1 ��/ 1 O i i RISE t RUN NIN 1 1 \ / I I I !'..� U E _ = r °,° i iitli 1101 L-111111 11 I I 1 INu ' 1 p'D 1 . 1 1 I 11111 I I / I 1 1 �11111 I D.D 1 � \ / � I � D'D i �..A.... t; � ' 11111 I 1 ' '11111 1 []�'' ' m ;uw i D'D i ; \ i i D i I G D — 1. 1 SCALE- -,R I ---------------r--------------- GALE:"--------------r--------------= -- ----------------------------- A5 NOTED 1 4' I 111111 1 D,D 1 11111 I 1 I I/1111 1 '---------------------------------------L------ ----J 1 °'41 r-rron t ���u ; 2,$11 I -- U�✓��� ATE v D 1 4' 1 i i 111111 i i D' 1 i ; 4 ❑ 1 1 M 1-11-2002 1 I L_LNIN__J 1 1 1 1 1 I ;11111 I p�D I I � 1 °'4 1 VIII 1 1 1 1 1 / 1 Illlt 1 1 I � i i i nNl i o'o i i L-------- D uN1 Ilnl 1 1 1 I 1 I 1 1 1 11111 � ' 1 1 = 1 1 1 I�1 1 Ti:11111 INN GENERAL NOTES: CONCRETE WALLS ip 1 NIII 1 D,o i i Nw 12" X 24" POURED FOOTINGS W/ KEYWAY i INTI i i i 10" POURED CONCRETE WALLS ;VIII SUMP PUMP VIII FOUNDATION DAMPROOF TO GRADE ;11111 1 D -ALL CONCRETE TO BE MINIMUM 2800 P51 11111 2" RIGID INSULATION 111111 I I 1 -PROVIDE PERIMETER DRAM PLAN 1 L---------------------------------- ------L=------------------------------ j D,D I -PROVIDE PERMANENT SUMP PUMP IN CRAWLSPACE I iv v v v v 1 v v v v i ; 1 v v v D'D 1 I 1 1 I 1 1 1 10" SONOTUBES W/ BIGF04'T BASES I 1 i I y 1 1 SCALE: 3/16" " 1'-0" I I - --- C B ------ 24'-0" 6-19," -------------------------- 6'-2V2" 11'-3�1' 12'-8us" U --------------------4444-- z -------------------------- w 8'-0" 2'464" x 3'-5'/4" _Q --------------------------- L------- I _ 4444- ui -4 :3KITCHEN t[ i 7 ZERO CLEARENCE ; n/ FIREPLACE HARDWOOD FLR {L Ar W FAMILY ROOMO ❑ MECHANICAL 44 O O HARDWOOD FLR ROOM TYP.GARAGE WALL - Q In I -5/8"FIRE CODE GWB W/SKIMCOAT PLASTER Z `Q Z O I -4 MIL VAPOR BARRIER Lu I -2X66 0816'O.C. Lu 3'-O" 1/2'CDX PLYWOOD +- O ® ® -TYVEK 140MEWRAP - O VINYL SIDING Ml T aY OLl (� FLOOR 4`ABOVE O 41.1 L Ql GARAGE FLOOR v O x 3 1/2" CONCRETE FILLED COLUMN r 2-811 v I 1 N 4' 1 WINDOW HEADER `r O L5 I 1 DOOR HEADER I a O I 1 I I 1 1 I 1 ' O ; 3 -2 X 10 x7 O I 1 I I 1 I 1 1 Q 3 - 13/4° X 9 I/4 LVL - m MUD ROOM '� 3-2 X 6 JACKS EA- END 2-2 X 6 JACKS EA END a r h TILE FLR � V1 LIN 1 I I I 1 1 1 1 Ibis! 4-� IF-\I I 1 I I 1 I I HALL O' 4 n r HARDWOOD FLR Z O i i i i i I .1 OF U Q GARAGE —� O 1 1 I 1 I 1 I 1 - m FY- BATHROOM \/ 3 u u TILE FLR Q STAIRS /\ Q -OAK TREADS a� •OAK RAILINGS -PAINTED RISERS/SKIRTS - 1 -PAINTED BALLUSTERS TTP INTERIOR WALL a+' -1/2"GWB W/SKIMCOAT PLASTER O x -2X4 STUDS 16"O.C. j ;. SCALE: iv LIVING ROOM 1111 X118 - HARDWOOD FLR AS NOTED �-__� _________ .n OFFICE y_1�" e'o" 2'-u" 8'-0" OATS HARDWOOD FLR 111 - tYP.EXT WALL 1/2'61M W/SKIMCOAT PLASTER O QI 1-11-2002 -4 MIL VAPOR BARRIER 2 x C.STUDS 16'O.G. -R-20 INSULATION 2'-I" x 1 -I/2'COX PLYWOOD .ate TYVEK HOMEWRAP 1 O Q x -VINYL SIDING 1;I�L1I i - FIRST FLOOR n 2'-5" 5'-8" 3'-9" `( i • '$S4° 5'-8" '-81s" a PLAN r 5'-811 x 4'-94" ' 5'-8"x 4'-914' . I 11 11 11 11 DECK CONSTRUCTION 11 Q 11 -TREX DECKING ii -ASPHALT JOIST TAPE -2 X 6 PT JOISTS 16"OC -2-2 X 6 PT RIM JOIST /� -4 X 4 PT POSTS A—L -3 10" SONOTUBES W/BIGFOOT BASES 1'4" «/-Or— STACKING CSTACKING UNDER ROOF POSTS SCALE: 3/16" =1'O" 24'-0" lu 4'-1046" 8'-594" 11_14611 3'-0.. 22'-9us" V 12'bus° z Lu x 4'-944" 2'-1014° x 3'-14" Q LU W,.,..NEY CENTERED IN WALL Ifl - Y CO `P J W Q C[ Il'-5'h" d � > ar FOR ZERO CLEARENCE Q - FIREPLACE FEILD VERIFY SIZE B'�'TI"I -0" TILE Q W Q \, STORAGE SHELVES O x = O r � Q MASTER MEDROOM ROD t SHELF Z d Z ' v--------------- iQ 5'-10" u r c Q z Y T r CLOSET r �Y 5 HARDWOOD FLR '-4 � x BATH cv a* TILE ROD t SHELF r 3 -2 x 6 POST FOR RIDGE WINDOW HEADER 3- 1 3/4" X S 1/4" LVL CSV STORAGE SHELVES 3-2 X 6 POSTS EA. END ar C(J 2 8' 2-8' GAME ROOM v aT 4 z I 1 1 1 i 1 I I N x 0 O I 1 I 1 1 1 I 1 5-0 HARDWOOD FLR - `r I 1 1 1 1 1 1 I HALL z x 9 FOLDI AIR6O , Q _ HARDWOOD FLR _-CATHEDRAL CEILING T s,Fm 5-0" ROD tSHELF m = _ r- m 2111 21$11 = 3 U V m � m o 23'-6us" O x ar 2'-1" SCALE: AS NOTED BEDROOMI LLi BEDROOM2 ' HARDWOOD FLR �I HARDWOOD FLR I DATE i 1-11-2002 1 I 12'-Iles" II'-5h" x O `P LL 0 r x ar SECOND FLOOR PLAN r 2'-1044" x 4'-91V4" 2'-1044" x 4'-9144" 2'-1044" x 4-9144" 2'-1014" x 4'-944" 2'-10!12" 2'-1014" 2'-5" 2'-1014" 6'-O" 2'-10/4" 2'-5" 2'-1044" 2'-10'h" 5CALE: 3/16" . I'-0" Az 281-011 —3 Lu - u z w Q w QC > N Y 12 CONTINUOUS RIDGE VENT wQ_ O Q 8D � Lu w � z I' GA6LE END It A A A A I OVERHANG, TTP. 04 FLT z o FFTI FTT o � ZVW0 > zo � � od, o m (K A W to r e e Q » ® o El ED 1] F- + , SCALE: �r7l AS NOTED F DATE 4-.°A'4'- .g � g ���'4 4;'A �� - - - - 1-I1-2002 WEST ELEVATION SCALE: 3/16" •t'-0" 4 _ _ W u z Lu Q w CONTINUOS RIDGE VENT } A Q I' GABLE OVERHANG :3 TYPICAL Q O O 4* 0 W =a Q W Q z 12 12 3 8 N A G z O zoo 6 12 LLU 12 m _ a w uu0' ■ SCALE: AS NOTED DATE 1-11-2002 G —C —dnd —d _ G 4j' '.4 , G , C , .d , 4j' 4 d CQG d C CA� n n _ n Q'DK CONSTRUCTION -TREXDECKING -ASPHALT JOIST TAPE -2 X 6 PT JOISTS 16"OC -2-2 X 6 PT RIM JOIST -4 X 4 PT POSTS -4 10" SONOTUBES W/BIGFOOT BASES W-3 1/4" +/- OC SOUTH STACKING UNDER ROOF POSTE ELEVATION SCALE: 3/16" •V-O' 6-O" I I 8,��i" I I 3�-O" I 4-8%4" i 4•-,�� I I I I I i i I I i c - i I n D I I � D I n I�r I I s Ib I I io D I I Q D I.-0u II--o I • Z N Io ° I ° m io Z Ip -i I> . i P �7 r I i A I D I . D n r � P - ro b P ' v b i I I I I I 5'-0�� I I I 8•-414�� I I ��$��� 10'136° r 1 m w 1 29�-456° I UL U O DRAWN BY CHRIS LIVINGSTON GREEN d DUSSAULT RESIDENCE mm a NN ,� �, Z (1 84 ACTON RD „ 1 � N O r CHELMSFORD MA 01824 LOT A OAK AVE. m m m (9l8) 808-1025 NO. ANDOVER MA z d i ' I I I I I I h . b° li . b° b° h > t - b° 4 - ° Ib D D b° li 6 0 li �6 �bn v li 4 - b° 4 - bc h i 6 � b° • li . I• - D D b° ti . I b° b° 4 - b° ILJ b° D D I. be I I I I -Act -0 D I ro LI N Dm I m rm i z O i Q m I A (A I D D I � m I w I I b i DRAWN BY mGNRIS LIVINCxSTON GREEN # DUSSAULT RESIDENCE < O D N (Nl 84 ACTON RD D O --4 CHELMSFORD MA 01824 LOT "A" OA< AVE. Z = m m (9'18) 808-1025 NO. ANDOVER MA ul U z w d) U.11 0.� ui d � Q � N N 12 Ln Q Q O Lu =� d 2X 10 RAFTERS 16"OG ua oO DETAIL A-I I 2 X 10 FLR JTS 16" OC R-30 BATT INSULATION 2 X 10 F AFTES 1 'OC I 10 1 I I I � � o z zQCao _ 2 X 12 FLR JTS 16' OC N U 2 X 12 FLR JTS 16" OC z _ Qo Q ® ® a ® ® GARAGE WALLS 4 CEILING ® ® 5/8" FIRECODE GWB - W/SKIMCOAT PLASTER SCALE: u H AS NOTED O 2 X 12 FLR JTS 16" oc � � DATE v o 0 3- 1 3/4" X 11 I/4" 2.0 E LVL o n "Q _Q _o I-11-2002 o BASEMENT FLOOR eQ -6" COMPACTED STONE BASE --BASEMENT WALLS -6 MIL POLY VAPOR BARRIER -TVP POSTS -12"X24" POURED FOOTINGS W/ KEYWAY 'n -3 I/2 CONCRETE LALLY COLUMNS 2' RIGID INSULATION o -10" POURED CONCRETE WALLS e - u -24'X 2d" X 12" FOOTINGS � " eQ -4 CONCRETE SLAB e -FOUNDATION COATING TO GRADE `o -2" RIGID INSULATION GROSS SECTION A-A SCALE: 3/16" -V-0" UA U z w _Q N U.! -j 111 Q } d Q W Cx 0 0� 3- 3-1 3/4"X 16"Z,OE LVL _ z 1 3/4"X I6"Z.O E LVL x R-30 BATT INSULATION N+ R-50 BATT INSULATION3.2 X 6 POST W/Z"PROPER VENT 3- 3/a"X 9 I/4"7.0 E LVL W/Z"PROPER VENT IN WALL TO SUPPORT RIDGE WINDOW DETAIL E-1 " L — ' 2-1 3/4"X 11 1/4"LVL SOLID BLOCK UNDER POST R-30 BATT INSULATION Al O I _ — Z-13!{"XII 1/4'•LVL %5 (1 � N R-30 BATT INSULATION z f- 1 DETAIL E-2 I 3-2 X 6 POST } z O Qp U I IN WALL TO 3.7 X 6 POSTS M 1 1 3-1 3/4"X S 1/4"LYL SUPPORT RIDGE N �•, W 3-Z X 6 JACKS EA.END 3-Z X 10 HEADER }m ii \ � 3: UaoU6' DOOR WINPOW`POW 9-Y X 6 JACKS � \ o SCALE- AS NOTED 4 ° 4 o. o. o 0 0 0 _ `a •a d'e d'e d"a d`a d`e d'a d`e d`n d`a d`a d `a D o- O 4.° O•° O•? O ? O ? O•° O ♦ O ° O ♦ O ° O,? 4 DATE .Q .Q4 4 4 ° 4 ° 4 4 ° 4 ° 4 ° 4 ° 4 4 n `a d`a 16 D`a 16 D a d`a D`e A% A% d`e D `a V.- 1-11-2002 o n O O♦° 4 4•° 4 ° 4•° O•° O•° 4•° C• O♦ 4 O• • .4 • ♦ 4 4 4 4 4 4 4 • 4 `a d`e 6 D D D o D D D D D D D D D D D D D D D D D D D D .oe -ne • 4 4 • 4 ° 4 • 4 . 4 . 4 . 4 • 4 . 4 SCALE.3/16° V-0" n /1'n n n n n /!'n n n n n CROSS SECTION CROSS SECTION CROSS SECTION D_D S-S S-S D-D w u z w p N w ui Q < d N N Q 00 lZ�l =q <C ul a p0 2x10 FLOOR JOISTS A 16" o.c. CV ® ® ® ® ® ® ®❑ coO Z 'Q oo u z DECK ROOF -2X 8 RAFTERS 16" OG -2X 6 CEILING JTS F- -2 -2 X 8 SUPPORT BEAM CA U --4 X 4 PT POSTS w Im 2x12 FLOOR JOISTS m 16" o.c. u u t- Q TYP. EXT WALLAll 10 13 ® 130 o 1/2"GWS W/ SKIMCOAT PLASTER _ -4 MIL VAPOR BARRIER -2 X 6 STUDS I6" O.G. DECK CONSTRUCTION -R-20 INSULATION `° -ASPHALT JOIST TAPE - 1/2" CDX PLYWOOD -2 X 6 PT JOISTS 16"OC SCALE: TrVE- VINYL SIDINHOMEG Ap ® -4 2 4 6 PT RIM JOIST AS NOTED -VINYL SIDING -4 X 4 PT POSTS -3 10" SONOTUBES W/BIGFOOT BASES Z'-6" +/-Or- 2x12 G2x12 FLOOR JOISTS m 16" o.c, STACKING UNDER ROOF POSTS DATE 2- 1.3/4" X 11 1/4" 2.0 E LVL e 1-11-2002 o 'e `o CRAWLSPACE FLOOR TYPICAL POSTS CONCRETE WALLS eQ p- 4'CONCRETE SLAB -9 I/2"CONCRETE FILLED COLUMNS IY X 24'POURED FOOTINGS W/KEYWAY C U -6 MIL POLY VAPOR BARRIER -24"X 24"X R"FOOTINGS -10"POURED CONCRETE WALLS o -2"POLYSTYRENE INSULATION -DAMPROOF TO GRADE •o `p -6'COMPACTED STONE BASE -Y RIGID INSULATION a CROSS SECTION .o if. a"•o= oe- CS-3 U z w Q cA u.t tilpflALT 6NPIG.E6 ]%10 RdF FRB Ib•OC ePA--- .V ui V AEPNLLT B ]%10 RAFIERB b00IS LH FELT 1-m YENi L9 LB FPdi `]�,T1.1-TER bNEBD �D-IF w. R-0 BATT—A— yf.V BATTROOFBIO"mX ROOF OHEWTHINS /1 1CL.1D i X 10 Fd0^Id J]%10FLR RBIb'M ALW1-— BTRAFPIMG MVENT QQdOTER VOlYL BIDING RJO BATT INWLAIiON 1TVEK NLF1BtWIP R-]0 BdIT IWIpdiLN tYYBG HOMEWRAP V1'mk BNEATWNS vY mx BNEdnIwS }x B6=6 bOO }X b b1Wlb b OO `� N DETAIL A-1 Q DETAIL B-i z Q Q N :z } zIL Q a U In o a' LETTER COUNT LIBRARY NAME TYPE SIZE R.O.SIZE HINGE DIRECTION E I Anderson TW 2432 WINDOW 2'-64"x 3'-5411 2'64"x 3'-54" N D 1 Anderson TW 28210 WINDOW 2'-101'4" x 3'-1411 2'-104" x 3'441' N SCALE: C 2 Anderson TW 2846-3 WINDOW x 4'-9V4" 8'-54'411 x 4'-94" NNN AS NOTED Aept'LLT aNwcaEa B 2 Anderson TW 2846-2 WINDOW 5'-8" x 4'-9V4" 5'$" x 4'-9411 NN OfFTP �" A 15 Anderson TW 2846 WINDOW 2'-10!4" x 4'-54" . 2'-104" x 4'-914" N DATE bro"mx RoOF BNEAn }x b RAFTERB u o= 1 Blrold Door BIFOLD 2'-0" 2'-21/2"X 6'-10 1/2" R 1-11-2002 a+P®� I Birold Door BIFOLD 5-011 V-21/2"X(.'-10 1/2" LR 2.6 OF�LLBIG]asre XroF"�AIk If F 2 Colonial Door Exterior DOOR 31-011 3'-3 1/2"X 6' -10 1/2" L ADPL f.I.ID I x'.TRA m F 2 Colonial Door Exterior DOOR 31-011 3' -3 1/2" X 6' -10 1/2" R DETAILS Y+Nn eoFRr PArry 4 Colonial Door Interior DOOR 2'-8" 2'-10 1/2"X 6'-10 1/2" L 6 Colonial Door Interior DOOR 21 8" 2'-10 1/2'X 6'-10 1/2" R I French Door Interior DOOR 5'-0" V-2 1/2'X 6'-10 1/2" LR DETAIL B-2 H 2 Garage Door GARAGE 8'-0" R.O. 814" N G 2 ANDERSON RUCs 8068R SLIDING DOOR 8'-0" R.O. 8'-0"X 611-8" NN I Sliding Door Interior SLIDING DOOR 3'-6" 3'-8 1/2" X 6'-10 1/2" NN 2 Sliding Door Interior SLIDING DOOR 4'-0" 4'-21/2'X 6'-10 1/2" NN 3 Sliding Door Interior SLIDING DOOR 51-0" V-21/2" X 6'-10 1/2" NN 1 1 2 YELUX SKYLIGHT VS 106 20 1/2" X 49 Mel 211/2"X 46 1/8" N 40'-0" Ili S O �D i A � X 12 FLR rrs I 0, oA 2 X 2 FL iTs 16" c G Z Q qr p0 rtrt<�� @ A� O ED z a �� - - - - — — — — 3 Q D z 2 X 2 FL JTA 16" N N X -i r�_ r C� 111 a DRAWN BY -n N N CHRIS LIVINGSTON BREEN R DUSSAULT RESIDENCE N DZ (l 84 ACTON RD �� O D' C1-IELMSFORD MA 01824 LOT A OAK AVE. Z p O m m m NO. ANDOVER MA � O � C9-f8� SOS-1025 I itJ I Lu u z w 24'-0" 0 LU _ pC 23 Q FLUS41 BEAM W 3- 1 3/4" X 14" 2.0 E LVL CANTILEVERED Q 'Q 3-2 X 6 POSTS tl 0 0 2X8PTFLRJTS Q Q llu o Ul I (a o0 I a I � LL N N N — — — — — — — — MID SPAN SOLID BLOCKING I Z O I N � idl —5 -2 X 4 OSTS z �/clQ I > zo � 0 4 d) 9 5f' r a' Q 4 FIELD VERIFY R.O. , p 2-1 3/4" X It 1/4" LVL FLUSH BEAM p �q 3 1/2" LALLY o CENTER I N 3 -2 X 6 POSTS AT EACH END K — — — — MID SPAN SOLID BLOCKING -SCALE: X 1 rLF JTS16" CAS NOTED I I I N DATE I 1-11-2002 I I I 0 a I I I SECOND FLOOR FRAMINCs N I I I SCALE: 3/16"•1'-0" 8-2 MID SPAN SOLID BLOCKING AND OVER BEARING WALL i 2 Id F.R J5 16OG D3_ Od �a N ;o z LU b N m � A O O D 10C ' rZ 2X 10 R JI 16"OC — — — — — — — — — — — — — — — — — — 11 H 11 11 i N N X x 1l SOD O 3 N �Nry mD Z N C7 D r En w .b DRAWN BY D C1-IRIS LIVINC�STON BREEN d DU55AULT RESIDENCE rrnn 7 �, V+ j). 0 - ZCl84 ACTON RD �� N Y 3 r O -+ O r CHELMSFORD MA 01824 LOT A OAf< AVE, W p m m m (S-15) 808-1025 NO. ANDOVER MA Z! i Lu U z w Q N w A[ ui a :3 > � a N w OQ ui =� 4 . w 00 2 10 3:11 ITC «/- EIL VE FY d' CV z O Q 0 STRUCTURAL RIDGE 3-1 3/d X 16'2.OE LVL 3-2 X 6 POSTS EA END > z O � O U- o (L x a s N ,• N f,« 4 U W U 6' Q 2X I D I ° O 12 PI CH SCALE: AS NOTED DAtE 1-11-2002 ROOF FRAMING SCALE: 3/16" . 1'-O" S4 w U z LU A w r--------------------------------------------------------------------------------------- 1 1 1 a.a o f, f, t to `. f ' w 1 ° 4 r------------------------------------------UJU,-----------------------------� i 1 1 IIID `l `l I I 11111 1 1 1 I 11111 ►L 11111 I I w 1 °.° 11111 rp 1 1 1 Illll 1 L------------------ 11111 ----------------------------------------------------- e � e o e o1 A 1 1 uw 1 D,o Q O lull � G p A G o a e 1 I 11111 1 � 6 s • A o e� n � D,D I 1 1 f--Qln__1 1 r-----------------------------------------------------------------1/ 1 4 folio Illlt 1 1 \ /1 1 {mom Q O ''--'tnii--J tllu uw ' D,P ' I Illn 1 1 I I 1 1 ' lutl 1 I 1 1 °.° \ r--1off"--� 1 1 1 1 1 I I 1111Wy11 11111 1 1 I 11111 I 1 p 1 1 1 z Ulu 1 I llllt 1 I t 1 C4 I 1 1;,�1 I I I 1 1 1 11111 uP 1 I 1 I I I 11111 I 1 1 / 1 I 1 1 Illll I 1 1 1 D•C I ,.(� 111!1 °•4 !1111 j D'D j / 1 �p l V� 4 � w aro ii = d = Q1 ilill k D•P 1 I 11111 I I 1 1 \ 1 I 11111 t \ 1 D 1 iL--rtln--J l Q• 1 Illn 1 1 1', \ 1 iiia I 11611 t 1 / 1 D'D 1 °•4 ; 11111 ' p.D \ .p SCALE: tillI 1 till1 I p '—•----------------------------- ---------------------------------J D D I A5 NOTED 1 1 11111 Ilul -11111 1 1 °•a 1 (1111---1 /1 1 1 Tr 11111 DAZE '1111 1 1 p i 1-11-2002 1 a.a 1 1 I , 1 `\ l IIn1 1 // 1 1 1110 L__Iull__J 1 1 n,ll t 1 I 1 u,tl 1 1 1 1 lull I D'D 1 1 Q' 1 11111 1 1 1 1 Illtl 1 1 1 1 11111 / 1 1 1 11111 1 1 1 4 1 uol 1 uw l I IU11 1 SUMP PUMP 1 D D i 11111 FOUNDATION 1 1 VIII I 1 tlnl ELECTRICAL L----------------------------------------- 11111 j 1 t -Inn------------------------------ <'4 HIR 1 PLAN o o v o o 1 1 10" SONOTUBES W/BIGFOOT BASES OO O SCALE: 3/16'1 I'-0" ----------------------- w -------------------------- U -81-011 2'64" x 3'-54" \ 0 --------------- hen _ Mf 1 + , IIiTV- ----- -----1 0 ---- 1 I '----- i- \ i > p[ N -V G! I 0 4 } Q � Q 90 In o z \ 2,_811 r------nL5 CA 4 a O a 1 x z I t I I I I 1 1 s I 1 I I I I I I 1 I 1 1 I I I I 1 1 I 1 I 1 I I I I N 1 1 I 1 1 I 1 1 I 1 I 1 I I I z } z O W 1 -4—'. I 1 I 1 I /"\ a L 'u ) 4 \ -a � LL`n � 1 1 1 I I 1 1 1 \ N 1 1 I I 1 I t I (b (b m V. LU 0 a• 4F - °' \ r '-0" 81-011 a SCALE: N ----- - '-___ _—___ Electrical AS NOTED 1111 4 I -----------------------------------------------------------------= o FAN LICsi-lt STEREO I, / double spotlight DATE —SYSTEM vanity bar light 1-11-2002 v wall sconce SPEAKER OUTLET 4 " ry tEL DATA CABLE FIRST FLOOR electrical panel ELECTRICAL L5V'- x 4'-9'411 ® 51$11 x 4'-94" ® light PLAN .1 - outlet / - —-—-— outlet 220v outlet gft smoke detector switch —2 ----------- $3 switch 3 w"Jq��'� - W U z UJ 2'-1014° x 3'44" [l roc > x Q > roc !1 l-1 O O O \ _ -- ® R8O"D <SHELF /- -� EleGtrtcal mQ Z��U zuQ O OQ0U QdO ---------------- r2--8"' C14 : E) >------------ t Z 1p ceiling fano r o - x SCALE: 4 AS NOTED FAN LIGHT vanity bar 11ght f I Q I Q wall sconce DATE ?' 1-11-2002 H TEL DATA CABLE f � j x light x outlet 4 outlet gft SECOND FLOOR N ELECTRICAL smoke detector PLAN switch 7-1014" x 4'-914" 2'-1014"x 4'-9V/4" 2'-104" x 4'-914" 2'71014"x 4-94" $3 switch 3 way E-3 sr-ALE: 3/16" - 1'-0" a 44 Z , loon ` W 3 > � �.oGuS rl7A� i • - o� DANTE �V;� /-STbt y ' E. WOOD BARTOLOMEO -0p No.15309 �o oar. IST le�b.A) r� dip u a t G00 L4 14 • oaa ` t �( Ara 40 I 32/ Gs7Nl� ,�46� aW�a woo0 N �b n Z71 moo' � 2 •� NAu� - Deio� GSE � 31 103.3 So Go NG►�.' Pao�x,�SF,.r� sJ�vclt.�2� OOL D G E TAN of LF) Nb iN NOR -r' 4 AN �> ©VEZImthss . Ree -pm 2 a t7 Fb 2 s u S RIIJ N J'c��vc 3, 2001 .Si i91L E : / 30 PVN7'F' 13*X7'VL0-40Wc a Zo�v/�vG DesT�2JcT ; 3 • TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: Building Commissioner/12! .�=tor of Buildings - Date SECTION 1-SITE INFORMATION 1.1 Property Address- 1.2 Assessors Map and Parcel Number: 07 Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: IR, J-07 0 Zoning District Proposed Use Lot Areas Frontage(ft) 1.6 BUILDING SETBACKS(ft) Front Yard Side Yard Rear Yard Required Provide R ed Provided ed Provided _11�n� - Req=' F LWaVplyMGL.C.40. 54) 1.5. Flood Zone Infoniation: L8 S M Disposal System: Pr". 0 zone 0.uide Flood Zone Municipal On Site Disposal System 0 SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record 7 Name(Print Address for Service' /W .4 Signature G7 Telephone 2.2 Owner of Record: Name Print Address for Service: 0 z M Signature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 Licensed CoiVtfuction Supervisor: 0 License Number mn Address > 5 02 ExpiratiqA Date Sig'A r - Telephone 3.2 Registered Home Improvement Contractor Not Applicable Company Name Registration Number Address z Expiration Date Signature Telephone G) SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes........Ir No.......❑ SECTION 5 Descri tion of Proposed Work check all applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition Other ❑ Specify Brief Description of Proposed Work: 'e J/o CC c�r,Y�r vri ' i 0 >!i ✓/ eG 2 0. r- O SECTION 6-ESTIMATED CONSTRUCTION COST Item Estimated Cost(Dollar)to be 4 � E?FFICIAL U `t} LY • Completed by permit applicant k ' ' 1. Building f (a) Building Permit Fee © 0 Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing '4 '0-'Q Building Permit fee(a)x(b) 4 Mechanical HVAC 5 Fire Protection 0�6 6 Total 1+2+3+4+5 U�d t 0 Check Number SECTION 7a OWNER AUTMHORIZATION AUTHORIZATIONTO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I as Owner/Authorized Agent of subject property Hereby authorize to act on My alt,in all matters r tive t ork authorized by this building permit application. 91h 2 Ip Signature of Ownerl ate SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1 1 r as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Z'4v-� � C. z� Print Nam Si ature of caner/A ent Dat / NO. OF STORIES SIZE 4 �2- BASEMENT OR SLAB SIZE OF FLOOR TUVMERS 1 sT 2ND X J 3 -k SPAN DIN ENSIONS OF SILLS ess t/ DIMENSIONS OF POSTS J DIlVIENSIONS OF GIRDERS ,D HEIGHT OF FOUNDATION THICKNESS M- SIZE OF FOOTING go ",'0 0 X MATERIAL OF CHIMNEY o iv-1, IS BUILDING ON SOLID OR FILLED LAND a " IS BUILDING CONNECTED TO NATURAL GAS LINEe's a�Narrrk� Zoning Bylaw Denial 44 Town Of North Andover Building Department °+ry•�9�.,4��r* " 27 Charles St. North Andover, MA. 01845 ssACH�S� Phone 978-688-9545 Fax 978-688-9542 Street: U 4K u e ti v Map/Lot: Applicant: aQ F clu Request: �zz e '�«t 7�: �Iitti a b eTgCh� 1� C,r 1\ta6E (6t,"si V vNC (;-J Date: -7 47VXcA� 04,e46,F_ Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: R-3 Zoning R-3 Qi3- o/c f Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting 2 Frontage Complies 3 1 Lot Area Complies 3 Preexisting frontage y S 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area ti+/� 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies 4 Special Permit Required i-( e 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient e 5 2 Complies 3 Left Side Insufficient Li �e S 3 Preexisting Height 4 Right Side Insufficient y s 4 Insufficient Information 'Its 5 Rear Insufficient I Building Coverage n,�q 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D I Watershed 3 Coverage Preexisting 1 Not in Watershed 4 Insufficient Information 2 In Watershed j Sign �ti A 3 Lot prior to 10/24/94 1 Sign not allowed - 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required 1 More Parking Required 2 Not in district 2 Parking Complies 3 Insufficient Information 3 Insufficient Information 4 Pre-existing Parking Remedy for the above is checked below. Item # Special Permits Planning Board Item # Variance Site Plan Review Special Permit Cost Setback Variance Access other than Frontage Special Permit Parkinq Variance Fronta a Exception Lot Special Permit Lot Area Variance. Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Per Special Permits Zoning Board Inde endent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Larq a Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit Special Permitpreexisting nonconformin Watershed Special Permit The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies,misleading information,or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department.The attached document titled"Plan Review Narrative"shall be attached hereto and incorporated herein by reference. The building department will retain all plans and documentation for the above file.You must file a new building permit application form and begin the permitting process. glc2,310 �Biiilding Department Official Signature Application eceived Application enied Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the application/ permit for the property indicated on the reverse side: s s.. E. a + '�ik`4 ox ,4 IVOti / C/` U G T Uf^`C_. A.C, l tJ S�i^ GT ct S/�� S.e 7 ,4 e (C Referred To: Fire Health Police Zonin Board Conservation DPlannie artment of Public Works Other Historical commission Other BUILDING DEPT LAW OFFICE OF MARK B. JOHNSON 11111 � 1 12 Chestnut Street Andover,Massachusetts 01810-3706 NOV 13 2001 (978)475-4488 BOARD OF APPEALS Telecopier: (978)475-6703 Paralegals MARK B. JOHNSON (MA,NH,DC) KATHRYN M.MORIN LINDA A. O'CONNELL (MA,NH,RI) JEAN A.SHEERAN DONALD F. BORENSTEIN (MA,ME) LIANNE CRISTALDI ELIZABETH J. BARTON (MA,DC) November 13, 2001 Zoning Board of Appeals Town of North Andover 27 Charles Street North Andover, MA 01845 Re: Applicant: Nancy Breen Property: 5 Oak Avenue, North Andover, MA Dear Board Members: As you know, I represent Nancy Breen. This letter is intended to supplement Ms. Breen's Applications and her request to re-construct her single-family home at 5 Oak Avenue, which she intends to sell to her sister. Applicable Standard The State Zoning Act, G.L. c.40A, §6, limits the extent to which cities and towns may restrict the "alteration, reconstruction, extension or structural change" of pre- existing, non-conforming single and two family homes. Specifically, Paragraph 1 of Section 6 provides that, "(the) alteration, reconstruction, extension or structural change to a single or two-family residential structure (shall be permitted where it) does not increase the nonconforming nature of said structure. Pre- existing nonconforming structures or uses may be extended or altered, provided, that no such extension or alteration shall be permitted unless there is a finding by the permit granting authority or by the special permit granting authority designated by ordinance or by-law that such change, extension or alteration shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. " F:1New-DocslBreen-Nancy101-074 Zoning Variance-Oak AvenuelZBA-Ltr 11-13-01.doc AV Zoning Board of Appeals November 13, 2001 Page 2 A copy of Section 6 is attached hereto. The standard of Section 6 was reviewed and explained by the Appeals Court in the case of, Goldhirsch v. McNear, 32 Mass.App.Ct. 455, 460 (1992). In the Goldhirsch case, the Court explained that when considering the "alteration, reconstruction, extension or structural change" of pre-existing, non-conforming single or two family structures, boards of appeal must apply a two-part test. "the statute permits extensions and changes to nonconforming structures if(1) the extensions or changes themselves comply with the ordinance or by-law, and(2) the structures as extended or changed are found to be not substantially more detrimental to the neighborhood than the preexisting nonconforming structure or structures.... [AJs to a single or two-family residence, structures to which the statute appears to give special protection, the zoning ordinance or by-law applies to a reconstruction, extension, or change that would intensify the existing nonconformities or result in additional ones ... an application for changes to a residential structure requir[es] a board of appeals to identify the particular respect or respects in which the existing structure does not conform to the requirements of the present by-law and then determine whether the proposed alteration or addition would intensify the existing nonconformities or result in additional ones. Should the board conclude that there will be no intensification or addition, the applicant will be entitled to the issuance of a special permit. If the conclusion is otherwise, the applicant will be required to show that the change will not be "substantially more detrimental than the existing nonconforming structure or use to the neighborhood." Goldhirsch v. McNear, 32 Mass.App.Ct. 455, 460 (1992) citations omitted, emphasis added. Thus, if Ms. Breen's proposal is found to either, 1. Not increase the nonconforming nature of the existing structure; or 2. Not be substantially more detrimental to the neighborhood than the existing structure, then her proposal should be approved. CONCLUSION As Ms. Breen's proposal does not create any new non-conformity, does not make any of the existing non-conformities worse and, in fact, eliminates the existing front yard setback non-conformity, it should be approved as it does not increase the existing structure's "nonconforming nature". Further, where Ms. Breen's proposal is supported F:\New-Docs\13reen-Nancy\01-074 Zoning Variance-Oak Avenue\ZBA-Ltr 11-13-01.doc 1 f. r Zoning Board of Appeals November 13, 2001 Page 3 by residents and property owners in the neighborhood and, would only serve to improve the attractiveness of the neighborhood, it should be approved even if it were found to increase the "nonconforming nature" of the existing structure. Very truly yours, LAW OFFICE OF MARK B. JOHNSON Donald F. Bor DFB—klb F:\New-Docs\Breen-Nancy\01-074 Zoning Variance-Oak Avenue\ZBA-Ltr 11-13-01.doc SECTION 6. Pre-existing Non-conforming Uses, Structures and Lots Exemption for Structure and Except as hereinafter provided, a zoning ordinance or by-law shall Use Lawfully Begun or in not apply to structures or uses lawfully in existence or lawfully � Existence begun; or to a building or special permit issued before the first publication of notice of the public hearing on such ordinance or by- Exemption for Building or law required by section five, but shall apply to any change or Special Permit Issued Before substantial extension of such use to a building or special permit First Notice of Public Hearing issued after the first notice of said public hearing, toy 'i reconstruction, extension or structural change of such structure and pll to any alteration of a structure begun after the first notice of said public hearing to provide for its use for a substantially different purpose or for the same purpose in a substantially different manner or to a substantially greater extent except where alteration, VIII reconstruction, extension or structural change to a single or two- Pre-existing Non-conforming family residential structure does not increase the nonconforming 4! Structures or Uses may be nature of said structure. Pre-existing non-conforming structures or Extended, Changed or uses may be extended or altered, provided, that no such extension Altered After Finding by or alteration shall be permitted unless there is a finding by the Granting Authority permit granting authority or by the special permit granting authority designated by ordinance or by-law that such change, extension or alteration shall not be substantially more detrimental ii than the existing nonconforming use to the neighborhood. This 11 section shall not apply to billboards, signs and other advertising devices subject to the provisions of sections twenty-nine through thirty-three, inclusive, of chapter ninety-three, and to chapter !i ninety-three D or to establishments which display live nudity for their patrons, as defined in section nine A, adult bookstores, adult motion picture theaters, adult paraphernalia shops, or adult video stores subject to the provisions of section nine A. Ordinance or By-Law A zoning ordinance or by-law shall provide that construction or Shall Provide that Building or operations under a building or special permit shall conform to any I. Special Permit Shall Conform subsequent amendment of the ordinance or by-law unless the use if Not Commenced Within a or construction is commenced within a period of not more than six j Period of Not More than 6 months after the issuance of the permit and in cases involving Months construction, unless such construction is continued through to completion as continuously and expeditiously as is reasonable. Regulating of Nonconforming A zoning ordinance or by-law may define and regulate non- Uses After 2 Years conforming uses and structures abandoned or not used for.a period of two years or more. r 6 11/7/96 - 1 ..4 N a COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER ZONING BOARD OF APPEALS 27 Charles Street North Andover, Massachusetts 01845 NOTICE OF DECISION Property: 5 Oak Avenue a/k/a Lot A on Essex North District Registry of Deeds Plan —t72446, Assessor's Map No. 59, Lot No. 28 Petitioners: Nancy Breen and Susan Breen 5 Oak Avenue North Andover, MA 01845 Petition # Hearing Date: , 2001 Petitioner has requested a finding and special permit under the State Zoning Act, G.L. c.40A. ;. O. E)ara. I and the North Andover Zoning Bylaw, §§9.1 and 9.2, to replace and reconstruct a jure-existing, non-conforming single family, residence located in the R- 3 zomii,-, district. as set forth in the plans and sketches submitted with the Petitioner's Petition. The 13o ird makes the following findings in connection therewith: 1. The 1',"titioner's proposal does not increase the non-conforming nature of the cXtstin� structure. 2. The Petitioner's proposal is not substantially more detrimental than the existing 11011-contort incr structure and use to the neighborhood. F:\New-Do,:a 14rc.,:-\:ut, a1-07-t Zoning Variance-Oak AVenLIC\Notice of Dec ision.doc 3. The Property is an appropriate location for the Petitioner's proposed structure. 4. There will be no nuisance or serious hazard to vehicles or pedestrians as a result of the Petitioner's proposal. 5. Adequate and appropriate facilities exist or will be provided for the proper operation of the proposed use. 6. The use is in harmony with the purpose and intent of the zoning by-law. The following members were present: Upon motion made by and seconded by the Board �-oted to adopt the findings set forth herein and to allow and ,rant the special permit requested. Vol111S' in i-,\,or were the following members: By order of the Zoning Board of Appeals Dated: 52001 2 _ F:\Ne�N-Docs Breen N::n,- u1-n 74 Zoning Variance-Oak A%enuc N',,;:,c of Decision.doc COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER ZONING BOARD OF APPEALS 27 Charles Street North Andover, Massachusetts 01845 NOTICE OF DECISION Property: 5 Oak Avenue a/k/a Lot A on Essex North District Registry of Deeds Plan #2446, Assessor's Map No. 59, Lot No. 28 Petitioners: Nancy Breen and Susan Breen 5 Oak Avenue North Andover, MA 01845 Petition# Hearing Date: , 2001 Petitioner has requested a variance under the State Zoning Act, G.L. c.40A, §10 and the North Andover Zoning Bylaw, §§7.1, 7.2 and 7.3, to replace and reconstruct a pre-existing, non-conforming single family, residence located in the R-3 zoning district, as set forth in the plans and sketches submitted with the Petitioner's Petition. Specifically, the Petitioner seeks variances from the current requirements for front yard set back,both side yard set backs, lot area and frontage The Board makes the following findings in connection therewith: 1. Circumstances exist that especially affect the Property, related to its shape and size, that do not affect the zoning district generally in which the Property is located. 1 FANew-Docs\Breen-Nancy\01-074 Zoning Variance-Oak Avenue\Notice of Decision.doc r � � , s 2. A literal enforcement of the Zoning By-law would prohibit the Petitioner from expanding and modernizing the existing structure, resulting in a financial hardship. 3. Desirable relief can be granted without substantial detriment to the public good, as the Petitioner's proposal will be an improvement of the existing structure, is in harmony with the existing neighborhood, and will not increase the impact of the Property. 4. The relief sought may be given without nullifying or substantially derogating from the intent or purpose of the zoning bylaw, as the use of the proposed structure is permitted in the zoning district and the structure is consistent with the existing structures in the district. Upon motion made by and seconded by the Board voted to adopt the findings set forth herein and to allow and grant the variance requested. Voting in favor were the following members: By order of the Zoning Board of Appeals Dated: , 2001 2 FANew-Docs\Breen-Nancy\01-074 Zoning Variance-Oak Avenue\Notice of Decision.doc Date.... ...... t NORTH, 0� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING �,SSACHU TrA certifies that �.. G� /�Pyr`P.........1.=.... � ................ ............ ........ ...... ....................... has;permission to perform /V.. Ulla ............... ............ .............................................. wiring in the building of........ ..�1. 2.9.......... � .1�!°f L.................... tt at.. . ...... / .L?.i(...:5 ....... ... orth Andover,M s. Fe��.�...W...�`..... Lic.No..Z�/ /--/, ............ ..... .............y' A } LECTRICALINSPECTOR Check # 140,1 ( 0A /#/- Official Use Onl )ol V Permit No. { VO4V e d Satiety Occupancy&Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code 527 CMR 12:00 (Please Print in ink or type all information) Date To the Inspector of Wires: Town of North Andover The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number v a ikn 0 , Owneror Tenant ti S�tJ S I^-P N /(� )� Owner's Address - �S �'�zPy Q NS /" 7` Vi >v rt t�f Is this permit in conjunction with a building permit j Yes ❑ No ❑ (Check Appropriate Box) L Purpose of Building �)���� �V 6 ,5 Utility Authorization No. ll �-7 Existing Service Amps Volts Overhead ❑ Undgrr.. ❑ No.of Meters---- New$erviRp Amps Volts Overhead J� � Undgmd .I No.of Meters ' Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work Total No.of Lighting Outlets No.of Hot fuse No.of Transformers KVA Above ❑ In ❑ No.of Lighting Fixtures Swimming Pool grnd ❑ grnd ❑ Generators KVA No.of Emergency Lighting No.of�Receptacles Outlets No.of Oil Burners Battery Units No.of Switch Outlets No of Gas Burners FIRE ALARMS No.of Zone Total No.of Detection and No.of ranges No of Air Cond Tons Initiating Devices Heat Total Total No.of Di sal No. Pumps Tons KW No.of Sounding Devices No./of Self Contained No.of Dishwashers Space/Area Heating KW Detection/Sounding Devices ❑ Municipal ❑ Other No.of Dryers Heating Devices KW Local Connection No.of No.of Low Voltage No.of Water Heaters KW Signs Bailases I Wiring No.Hydro Massage Tuds No.of Motors Total HP OTHER: INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equi ent S= NO = ha itte valid proof of same to the Office YES= NO = If you have checked YES please indicate t e of coverage by checking the appropriate box ,ANSU_MNt� BOND = OTHER = (Please Specify) (Expiration Date) Estimated Value of Ele cal ork$ Work to Start �'--y Z Inspection Date Resquested Rough li L(� Final Signed under the Penalties of pedury: �� ��.C� C(� FIRM NAME ��� LIC.NO. Z/ r/9 4 Licensee�L^rl_Ctnf c_� Signature LIC.NO. Bus.Tel No. Address Zs2 � ^,�°s �'� ��h�� Alt Tel.No. OWNER'S INSURANCE WAIVER: 1 am aware that the Licenses does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws.And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) Telephone No. PERMITTEE $ (Signature of Owner or Agent) l Date. :. NpRTFr TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that . . . . . .�. . N . . . . . . . . . . . . . has permission to perform . . . . K .Q . . . . . . . . . . . . . . . plumbing in the buildings of . . ! . . . . . . . . . . . . . . . . . . . . . . at. . . . . . . . . . . . . . ... . ..�Lorth Andover, Mass. Fee. 3Lic. No.. . 1.>. . . . . . . . . . . ... . . .�. . . . . . . . . . P LUMBING INSPECTOR Check # / 1' 5327 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) r--- NORTH ANDOVER,MASSACHUSETTS d Date O Building Location r 10A k A UPermit# Amount Owner NA N C New M- Renovation 1-1 Replacement 0 Plans Submitted Yes 0 No El FIXTURES F W .., Cn x ��j Agzw a w a sts� s��v>avr 0 2't\L1IHIDCR 3MIIDM M)HID(R 5M IL" 6M HIM 7M>H DM SIH HIM (Print or type) Check one: Certificate Installing Company Name �� (/GF �L T� ❑ Corp. Address 1/ ��L H p �� 0 Partner. Business Telephone of? � � S'! 41G Sp � Firm/Co. Name of Licensed Plumber: AOyF;r Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy a Other type of indemnity ❑ 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 ❑ 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 performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and_Chapter 142 of the General Laws. -Z-- * .fi. BY Signa ure o i e3P ur Type of Plumbing License Title / $%94- City/Town icense lNumoer Master ❑ Journeyman Mr APPROVED(OFFICE USE ONLY Date. . . . . . . . . . . . . .. .... .. NORTH TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION SACHUSE� This certifies that . . . . . . . . .�� . I . . . . . . . . . . . has permission for gas installation . . . . ./k-:r. -` . . . . . in the buildings of . . . .�.�.�r.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . at . . . . . . . . . . . . .. North Andover, Mass. Lic. No../. .'.y'- .(. . . . . . . . � ��. . . . . . . GAS INSPECTOR Check# S / r 4095 MASSACHUSETTSUNNORMAPPUCATONFORPERMITTODO GASFITTING (Type or print) 0 Date NORTH ANDOVER,MASSACHUSETTS r Building Locations 5 OAx A/ y r' Permit# O S Amount$ 1601 Owner's Name New Renovation Replacement Plans Submitted C7 0 ca v� O a oOG SUB-BASEM ENT BASEMENT i 1ST. FLOOR 2ND. FLOOR 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. FLOOR 8TH. FLOOR Name or"Pe, /'.q� /='7`7�' ��� f Ft�•G one: Certificate Installing Company v Corp. Address � GHyL Partner. /S !z/f /I(JA Business Telephone 7 $$`l 4,1111 3 O 0 Firm/Co. I Name of Licensed Plumber or Gas Fitter G EG�G AW-0141 r TTi^ INSURANCE COVERAGE check one I have a current liability Insurance policy or it's substantial equivalent. Yes ❑ No,❑ If you have checked M.please indicate the type coverage by coming the appropriate box. Liability insurance policy ❑' Other type of indixnnity ❑ Bond ❑ I'' 1� Owner's Insurance Waiver. I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass.General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of.Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted(or entered)in above application are tragi and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. By. Signature of Licensed Plumber Or Gas Fitter Title ❑ Plumber 4.f 4/64 City/Town Gas Fitter License Number Master APPROVED(OFFICE USE ONLY) Journeyman