HomeMy WebLinkAboutBuilding Permit #85 - 7 CARLTON LANE 8/7/2006 ° p TOWN OF NORTH ANDOVER
APPLICATI N FOR PLAN EXAINATION
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Permit No: Date Received:\ —�' 06
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Date Issued:
IMPORT t c ete all items on this page
LOCATION C
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PROPERTY OWNER ADDU LB WJE BP-1 �� `y' D I ALJ O' S IzlEhi_
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MAP NO.: I M A PARCEL: 9 ZONING DISTRICT: y 2-
TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New Building — one family
(Addition Ell Two or more family ❑ Industrial
Alteration No. of units:
Repair, replacement ! Assessory Bldg L, Commercial
G Demolition
E Moving(relocation) a Other ❑ Others:
- Foundation only
DESCRIPTION OF WORK TO BE PREFORMED A-N.n (' PLKt=
Identification Please Type or Print Clearly)
OWNER: Name: ANDY t i716-t-)LE L'2 EQ,I E0 Phone: COS-b $3 "-gI_-igr
Address: -7 LA-f-I-TZ-t 3 LIQ A-rJQQ\J VR
CONTRACTOR Name: - Phone:
Address:
Supervisor's Construction License: Exp. Date:
Home Improvement License: Exp. Date:
ARCHITECT.'ENGINEER 'Mame: Phone:
,kddress: Reg. No.
FEE SCHEDULE:BOLDING PERMIT.,4961PER'r110/I .00 OF THE TOT4L ESTIMATED COST B,ISE o,y;S115.00 PER S.F.
Total Project Cost :$ (j>� ° FEE:$�y�
Check No. / Receipt No. Y
Pa,,ie i of 4
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No. ` - Date 0 - / 'oo f
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r TOWN OF NORTH ANDOVER
NORTH
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' s ; # Certificate of Occupancy $
• a _
's2 CHUSEt� Building/Frame Permit Fee $ L
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Foundation Permit Fee $ "� rI 7
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Other Permit Fee $ /
TOTAL $ i,.
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.. Check #. - �� ..
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C`", Building Inspector
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TYPE OF SEWARGE DISPOSALSwimming Pools
Tanning./Massage/Body Art i_.!
Public Sewer —� L
Tobacco Sales Food Packaging,,Sales _.
Well
k
nianehl
Private(septic tank,etc. ; ' Electric Meter location to
project
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NOTE: Ferssonsxontr cling with unregistered contractors do not have access to t/ze guaranty fiend
Signature of Agent/Owner 1 Signature of Contractor
Plans Submitted �J Plans Waived ❑ Certified Plot Plan 1.J Stamped Plans ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF-U FORM
DATE REJECTED DATE APPROVED
PLANNING& DEVELOPMENT -❑ ❑
[]Water Shed Special Permit
❑ Site Plan Special Permit
❑ Other
COMMENTS
;f2
DATE REJECTED DATE APPROVED
CONSERVATIO [-1 ❑
COMMENTS �C I,� Cf L�J�t� � d± Oxn
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a
DATE REJECTED DATE APPROVED
HEALTH _ ❑ - - ❑ Co *S` j
COMMENTS
Zoning Board of Appeals: Variance, Petition No:
Zoning Decision/receipt submitted yes
Planning Board Decision:_ Comments
Conservation Decision: Comments
Water&Sewer connection signature&date
Temp Dumpster on site yes_ no ►,� Fire Department signature;'date_
Building Permit Approved and Issued by:
Page 2 of 4
Building Setback (
Front Yard Side Yard Rear Yard
Required Provided Required Provides Required Provided
I20 30 1 30 30
DIMENSION
Number of Stories: Total square feet of floor area,based on Exterior dimensions.
Total land area,sq.ft.:
NOTES and DATA—(For department use)
P �Jt1 a 6 cSU/P.1
Page 3ofa
Doc:INSPECTIONAL SER%ICES DEPAR I'ML-114I`.13PFORM05
Crc:ucd J%1C..leu'pnc
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits T
s
:3 Building Permit Application
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
Addition Or Decks
❑ Building Permit Application
❑ Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydrauli
Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
New Construction (Single and Two Family)
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of
Appeals that the appeal period is over. The applicant must then get this recorded at the_Registry of Deeds. One copy and
proof of recording must be submitted with the building application
Dnc:I\SPLC'rlo\AL SERVICES DF.11.\RTN1EYr:DPF0R%105
Page 4(A-1
XAORTH
Town of
No. 8 _-
o o dover, Mass., O
CCr"".r"
7�ADRATED
`S BOARD OF HEALTH
Food/Kitchen
PERMIT T D Septic System
BUILDING INSPECTOR
THIS CERTIFIES THAT. ......r3..t.4'"Air....... A .......................................... Foundation
has permission to erect........................................ buildings on 7)....... ......... ...... Rough
leto be occupied as..... i. .. ...... .....�. �'. 0.... �.t a y1 Chimney
provided that the person acceptingthis permit shall in every resp conform tsthe terms of the application on file in Final
this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of
Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
O�O PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
UNLESS CONSTRU ST Rough
................................... ............ Service
BUILDING INSPECTOR
Final
Occupancy Permit Required to Occupy Building GAS INSPECTOR
Rough
Display in a Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
SEE REVERSE SIDE Smoke Det.
CER77FIED PLOT PLAN
�PL'�H OF MASs9c
PREPARED FOR.
DAINE & ANDREW O'BRIEN 0 p 'c1
A T ° N0. 35773
7 CARL TON LANE � ��qL LAW
NORTH ANDOVER. MA.
NORTH ESSEX'REGISTRY OF DEEDS: BK. 5278 PG. 52
ASSESSOR'S MAP. 107A, LOT 19 ZONING. R-2
SCALE: 1"=50' DATE: JUNE 20, 2006
NOTE. SEPTIC TANK & D-BOX LOCATION TAKEN FROM TITLE 5 .
LOCATION DATED 07-20-98.
LANA
s
Q �
V 24'
W PROP.
ARAG
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LOT 21 � No
44,311 SF. EXIST. 12'
N O. r7
ODV
SEPTIC
r
a TANK
� o D-Box
�
235.09'
A.,
RALEIGH TA VE
RN LANE
PREPARED BY
JOHN ABAGIS & ASSOCIATES, PROFESSIONAL LAND SURVEYORS
9 BARTLETT STREET, NO. 252, ANDOVER, MA. (978)-688-4899
JOB NO. 5048A
Job I Truss Truss Type Qty Ply WOOD STRUCTURES INC-NORM
110000697
06STOCK R24660 FINK 140 1
Job Reference(optional)
Wood Structures,Inc.,Biddeford,ME 04005 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Mar 22 06:17:23 2006 Page 1
-1-0-0 6-2-0 12-0-0 17-10-0 24-0-0 ,25-0-01
1-0-0 6-2-0 5-10-0 5-10-0 6-2-0 1-0-0
Scale=1:42.9
400
4
6.00 12
12 13
I
1.5x4 1.5x4
3 5
0 2-4
Flush--- Flush L_
14
0 2'`. \ 6rq
7 I7
6x16= 6x16= a
13 degrees
to member 2-6 10 15 9
MT18H= 16 8 13 degrees 12" aximum
12 Maximum 4x6= 4x6= to member 2-6 canti ever
ca fleveg,
1-0-0 8-4-1 15-7-15 23-0-0 .. ._.... ---_124-0-0j
1-0-0 7-4-1 7-3-14 7-4-1 1-0-0
Plate Offsets(X,Y): 2:0-2-4,Ed e, 6:0-2-4,Ed e
SPACING: 2-0-0 SPACING: 1-7-3 SPACING: 1-4-0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
LOADING(psf) LOADING(psf) LOADING(psf) Plates Increase 1.15 TC 0.99 Vert(LL) -0.21 8-10 >999 240 MT20 197/144
TCLL 60.0 TCLL 75.0 TCLL 90.0 Lumber Increase 1.15 BC 0.99 Vert(TL) -0.34 6-8 >827 180
(Roof Snow--60.0) (Roof Snow--75.0) (Roof Snow--90.0) Rep Stress Incr YES WB 0.24 Horz(TL) 0.09 6 n/a n/a
(Ground Snow--78.0) (Ground Snow--97.0) (Ground Snow--i 17. ) Code IRC2003ITP12002 (Matrix) Weight:97 Ib
TCDL 10.0 TCDL 12.5 TCDL 15.0
BCLL 0.0 BCLL 0.0 BCLL 0.0 ,
BCDL 10.0 I BCDL 12.5 BCDL 15.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2 X 4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing.
WEBS 2 X 4 SPF 165OF 1.5E
WEDGE
Left:2 X 8 SYP M 23,Right:2 X 8 SYP M 23
REACTIONS (Ib/size) 2=2107/0-3-8,6=2107/0-3-8
Max Horz 2=143(load case 7)
Max Uplift 2=-707(load case 8),6=-707(load case 9)
Max Grav 2=2560(load case 2),6=2560(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/94,2-11=-3942/1115,3-11=-3677/1130,3-12=-3136/1078,4-12=-2813/1088,4-13=-2813/1088,
5-13=-3136/1078,5-14=-3677/1130,6-14=-3942/1115,6-7=0/94
BOT CHORD 2-10=-815/3263,10-15=-428/1986,9-15=-42811986,9-16=-428/1986,8-16=-428/1986,6-8=-815/3263
WEBS 3-110=-11261/414,4-10=333/1486,4-8=333/1486,5-8=-12611/414
NOTES (12)
1)Wind:ASCE 7-02;120mph @24in o.c.;h=35ft;TCDL=4.Opsf;BCDL=4.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone
and C-C Extedor(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Extedor(2)9-0-0 to 15-0-0,Interior(1)15-0-0 to 22-0-0,Exterior(2)
22-0-0 to 25-0-0 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for
members and forces,and for MWFRS for reactions specified.
2)Wind:ASCE 7-02;134mph @19.2in o.c.;h=35ft;TCDL=5.Opsf;BCDL=5.Opsf;Category Il;Exp C;enclosed;MWFRS gable end and
C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 15-0-0,Interior(1)15-0-0 to 22-0-0,Exterior(2)22-0-0 to
25-0-0 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members
and forces,and for MWFRS for reactions specified.
3)Wind:ASCE 7-02;146mph @16in o.c.;h=35ft;TCDL=6.Opsf;BCDL=6.Opsf;Category ll;Exp C,enclosed;MWFRS gable end and
C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 15-0-0,Interior(1)15-0-0 to 22-0-0,Exterior(2)22-0-0 to Fl Of AS
25-0-0 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members 3�
and forces,and for MWFRS for reactions specified. �� SG
4)TCLL:ASCE 7-02;Pf=60.0 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1.1 STEPHEN W.
5)Unbalanced snow loads have been considered for this design. B u,
6)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 60.0 psf on overhangs
non-concurrent with other live loads. NO.3t927
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o
8)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 'Por 9FOSTE4 d ��
9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit betty S8
any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 707 Ib uplift at joint 2 and 707 Ib uplift at joint 6.
11)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and 8802.10.2 and referenced standard ANSIffPI 1. April 24,200
12)Drawing prepared exclusively for manufacturing by Wood Structures Inc.
A WARNING-Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD-7473 BEFORE USE. 14515 N.Outer Forty,
Suite#300
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Chesterfield,MO 63017
Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown -
is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,derivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component m
Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. MiTek
REINFORCED CONCRETE:
1. All concrete work shall conform to the 1999 provisions of the American Concrete Institute
Building Code requirements for reinforced concrete (ACI 318) and the Commonwealth of
Massachusetts State Building Code. In case of conflict, the state building code shall govern.
2. All concrete to be normal weight, Type I, sand and gravel aggregate with minimum 28 day
strength of 3000psi.
3. All concrete to have the following properties:
Air Entrainment 6% ±1 1/2%
X" Max. aggregate
Slump at point of placement 4"
4. Reinforcement shall be new billet steel bars and shall conform to ASTM A-615 Grade 60.
Welded wire fabric shall conform to ASTM A-185 (Fy=65 psi). In flat sheets.
Lap Reinforcing:
s3 21"
*4 28"
m5 35"
*6 41"
5. Cover of reinforcing bars:
Walls 1V"
Footings bottom 3"
Sides tv,
Slab on grade W.W.F. top 1"
ROUGH CARPENTRY:
1. All joists, studs, and rafters shall be Hem-Fir No. 2 or Spruce/Pine/Fir No.2 bearing grade
makes for Fb = 1000psi (minimum). All studs to bear proper grade mark or better.
2. All sills to be pressure treated with water bourn salts per AWPB LP-2.
3. All posts shall be Douglas-Fir Dense Select Structural bearing grade marks for Fc =
1350psi (minimum).
4. All roof sheathing to be 5/8" thick, C-D 32/16 APA interior with exterior glue, grade
marked. All panels to be laid up with long dimension across rafters with each course
lapped with the course below. Allow a minimum of 1/16" at end joint, and 1/8" at edge
joints. Nail with spiral thread 8d nails spaced at 6" on center at end joints and 12" on �ZN OFM
center at intermediate supports. qS
�
5. All exterior wall sheathing to be V' thick, C-D 24/0 APA Interior with exterior glue, grade �� BREN R) m
marked.
8 '7 `J0 a AL
• -� 82
6. Refer to the Massachusetts State Building Code for additional requirements of construction 9F �O
for one and two family dwellings. In case of conflict, the state building code shall govern.
SSS/ONALE \�
o
N,,
PROM 1111E GOLDSTEIN-MUNO ac Pima,N0. 26101.00 MOM NIAM
Snctur
oRewn Br: P.L.C.
O'BRIEN RESIDENCE 125 Main Street B.R.G. SKS-3
GR
Reeding,MA 01867
7 MN LANF MQt K A4D IM 01M 781-670-9990(P) SME. AS NOTED
781-670-9939(Q 09/01/06
FOUNDATIONS:
1. All footings shall be carried down to firm undisturbed soil or engineered material having a
minimum bearing capacity of 1.5 tons per square foot. Fill materials on site shall be
removed and replaced with approved engineered fill, placed in 12" lifts and compacted to
95% maximum dry density, as determined by ASTM-1556. Elevations to bottom of footings
given or indicated on the drawings are minimum depths, and are not to be construed as
Limiting in any way the depth of excavation to reach good bearing.
2. In general, all exterior construction shall be carried down to a minimum of 4 feet below
grade or the lowest slab elevation.
3. Foundations shall not be placed in water or on frozen ground. Engineer to be immediately
notified if water encountered during excavation. If water is encountered, machine excavate
to correct levels and install compacted crushed stoned or lean concrete. Trench drain and
pump where required.
4. If rock is encountered, excavate 1'-0" below bottom of footing. Provide gravel fill compacted
to 95% dry density as determined by the Modified Proctor Method.
S. Where foundation elements are to have fill on both sides, each side shall be filled
simultaneously, maintaining a common elevation. Foundations with back fill on one side only
shall be shored or have permanent adjacent construction in place and of sufficient strength
before backfilling.
6. Slabs on grade to be placed on 8 mils poly vapor barrier on min. 8" of compacted
granular fill.
1. Foundation walls to be 3 days old min. prior to backfill.
8. All walls to be centered over footings.
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PRO=TAME GOLDSTEIN-MILANO L6c PRow N1. 26101.00 DROM NUMBER
St—tu
0auWm BY. P.LG
O'BRIEN RESIDENCE 126 Mein Street «�By. B.R.G. SKS-2
Reading,MA 01867
7 CUUM LAME,N.IVBOUE1t M1A 01U5781-670-9990 IN SCaIE AS NOTED
781-670-9939(Q Dom; 08/01/06
GENERAL STRUCTURAL NOTES AND SPECIFICATIONS:
1. Refer to the Commonwealth of Massachusetts State Building Code 6th edition for the
material and workmanship not specified herein.
2. All methods of construction, notes, etc., indicated on the drawings are considered to be
typical for all similar conditions.
3. The contractor shall verify all dimensions and conditions in the field prior to the start of
work. Where the dimensions and elevations of existing construction could affect new
construction, it is the Contractor's responsibility to make field measurements in time for
their incorporation in the Project. The Owner and Structural Engineer shall be notified of
any discrepancies that may exist.
4. The Contractor shall furnish and place all supports, temporary and permanent, whether
shoring, bracing, needling, underpinning, or sheet piling as necessary to brace existing walls
or framing to remain, so that no horizontal or vertical settlement occurs at the existing
structure. Temporary supports shall remain in place until permanent supports are installed.
S. All work shall conform to the requirement of the State Building Code of the Commonwealth
of Massachusetts, 6th edition.
6. The Contractor shall be completely responsible for the safety of adjacent structures,
property, his workmen, and the public, as affected by the construction of this project.
1. Damproofing, waterproofing, and drainage design by others.
DESIGN LOADS:
1. Uniform Live Loads
Garage floor 12S psf
Porch floor 60 psf
Deck roof 60 psf
Garage roof 30 psf (uniform snow load + drifting snow)
Concentrated Live Loads (not concurrent with Uniform Live Loads)
Garage floor 2000 lbs. on 30" sq.
Porch floor 200 lbs. on 4" sq.
Deck roof 200 lbs. on 4" sq.
Garage roof 200 lbs. on 4" sq. �"OFqs
M `r
No live load reduction taken. �o� g N
z Q A:
Wind Loads L
6782CIO
Zone 3, Exposure B, W = 21 psf
Siesmic Loads �`�/ONgLEtx'�N
�r
Not applicable.
PR01W ME GOLDSTEIN-MILANO uc PRoacy N0. 26101.00 DRAWWO N NOM
Structural Engineers T DRAWN ft P.L.C.
O'BRIEN RESIDENCE 125 Main Street «orf: B.R.G. SKS-1
Reading,MA 01867
7 CM 70N LAW.K HOOVER,W 01816 781-670-9990(p) SCALE: AS NOTED
781-670-9939(l) DAA 00/01/06
1 pORTH TOWN-OF NORTH ANDOVER
0::���``� "oA OFFICE OF
BUILDING DEPARTMENT
400 Osgood Street
�•;'^�4r—: ,g North Andover,Massachusetts 01845
ss,�c►ws�
D.Robert Nicetta, Telephone(978)688-95454
Building Commissioner Fax (978)688-9542
HOMEOWNER LICENSE EXEMPTION
Please print
DATE: AA
JOB LOCATION: e l�
Number Street Address Map[Lol
HOMEOWNER 14hk :t..y
Name Home Phone Work Phone
PRESENT MAILING ADDRESS -7C44
City Town State Zip Code
The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less
and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the
owner acts as supervisor). State Building (Code Section 108.3.5.1)
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended
to be,a one or two family structures. A person who constructs more that one home in a two-year period shall not
be considered a homeowner.
The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other
Applicable codes,by-laws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department
minimum inspection procedures and requir is and that he/she will comply with said procedures and
requirements.
HOMEOWNERS SIGNATURE ,
APPROVAL OF BUILDING OFFICIAL
IX).\R 1.)OF.U'YE.0 S 6S8-9541 CONSFIRVAT10N(188-)530 1IU:1'1[68X-9540 PEANNIM;6k%-')535
PROIEY.T 1ftlE GOLDMIN-MILANO LLC PRO=Na. 26101.00 ORA VM NUMM
O'BRIEN RESIDENCE 125 Main Sveet Occm By: 8.R.G.
7 CIq+110f1� K N�Q�,{k 01M Reading•MA OI867 S K S
781-670.9990 gyp) SG+LE: AS NOTED
781-670-9939�Q pQE, 08/01/06
` WOOD oeck-
5r4 ----------_---........---___.... ... ...... .... .., -
{7 —T4 3'11 2Y -16' 1T7 1'10'l{.---4'2'S--y.ZV'2 1'67{—126 s
2'04 1'10'! 9'11 6'112'1'{ 8'3.6 5'G 3'82
L/19
NOOK BATH
35sgft 58sgft
DINING
136sgft.
1�
f i, ;;. KITCHEN
I 327 sq ft
11
N -
LIVING
FAMILY 9 uP 1 311 sq ft
r 339 sq fl _ ,
ENTRY
g 135sgft
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5/+� k--4'10—
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s•s.. 5•! .. . .__._5.3. --� ——s'+-- ._--s'+o—ti�flNG�:R1 AL 's rsI 3,3 613-31 C+
1633 s�ft I I I BRENT y�
1 -.._. _.. ..._ ...__._..._Y7y.__.___._.—.____—._.._ 9
STO, i V _4
ocfi STER����
C�i�-�.7bN fill f� LE �
PRaXcT TI11E GOLDSTEIN-MILANO uc PROJECT No. 26101.00
DRAWRIG NU16ER
Stmmral Fgineem WA"Ff.' PLC
O'BRIEN RESIDENCE 125 Main Street cHmnsy: H.G. SKS—�j
Reading,MAO 1867
7 CARL70N LAW,N MDovFrt,W1 01W 781.670-9990(p SCaIE AS NOTED
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O'BRIEN RESIDENCE 125 Main Street cHmm w: B.R.G. SKS
Reading,MAO 1867 scqLAS NOTED
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O'BRIEN RESIDENCE 125Suw goy. B.R.G. SKS—/O
Reading,MA 01867 SCALE AS NOTED
7 CARLTON LAW N.ANDOVER,►N 01815 781-670-99901p1
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O'BRIEN RESIDENCE 125 Main Street �Ff. B.R.G. SKS- t1
Reading,MA 0i:67
7 CrRULK,ON l "K MOM 10A 01845 78!§''19990 p 8CGY.£ AS NOTED
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