BP-37131N 83-05'-48" E
N 81'-05'J 3�
290.79'
WILCOX FPNM ASEMENS
N 08'-54'-30" W
PEDESIF"'
51.00'
218.17'
4156.
�`36•
: r This
Plan [fie c'e �� ., Site
MP7 consti mc;Jo11
D to _ OCT 3 i 2nnn
FOUNDATION
AS -BUILT PLAN
PLAT 43, LOT 3-6
WINSTON LANE
DARTMOUTH, MASSACHUSETTS
SCALE: 1 "=50' DATE. OCTOBER 21, 2000
PREPARED FOR
MICHAEL & SUSA1014 GADOURY
PREPARED BY
Boucher & .Heureux Inc.
-CIVIL ENGINEERS T LAND SURVEYORS
67.18'
DRAINAGE EASEMENT
o 1.14
t CrIP1VTPJsEn
Lion [::rust 8e Kept Gai Site
677
643 AMERICAN LEGION HIGHWAY, SUITE ONE
WESTPORT, MASSACHUSETTS 02790
tel. (508) 636-5905 - fox. (508) 636-2477 FILE: 1180-02
N 86'-01'-48" E
293.10'
TOP OF FOUNDATION = 52
(PROPOSED T.O.F. = 53.0)
LIMIT OF FOOTING
233.98'
S 8T-39'-17" W
LOT 5
NOTE:
PROPERTY LINE INFORMATION WAS TAKEN FROM A PLAN ENTITLED
"DEFINITIVE PLAN OF LAND IN DARTMOUTH, MA OF WILCOX FARM DRAWN
FOR GEORGE COLLIAS "SHEET 2 OF 2, SCALE: 1 "=40' REVISED DEC. 2, 1997.
PREPARED BY, MAUK BOUCHER & HEUREUX, INC.
MARK A. BOUCHER, P.L.S.
MA. REG. NO. 41246
MARKA
41246
37.65'
N 81'-36'-26" E
N
N
N
C
o
I'
o No
V I
'
�U.UJ=, N
s 8T-39'-18" W
2
(N
� � N
O
N
r*m
--1
O
Z
30.00'
N 43'-03'-06" W
SITE BENCHMARK:
TOPSPINDLE OF FIRE
HYDRANT ELEV. = 51.14 (NGVD)
LOT 7
L= 18.43' LANE
DA = 42' -14' -18"
R= 25.00'
SCALE: 1 = 50'
50 0 25 50 1:00
o p .
DATE
36' 0"
Project:
Gadoury Residence
Addition
Site Address:
25 Winston Lane
Dartmouth, MA 02747
Scale:
Date:
5/16" = 1'-0"
7/12/04
Drawn by:
Mike Gadoury
Page:
1 of 9
O)
N
Milign with existing
-------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — foundation
Window
I— -------------
-------------------- --------
6"x7" beam
----------------------------------
1
" " pocket set into
9 - ou 8 -.12"'trebor
CJl
16wide x 10 foundation wall
p ns;ilnto
'
O
3000 psi) footingfo
(n
nd etio
I =
typical
YOUR DOMVING K1ET WEE KaMT
A7 THE PUt1,DING DURING THE
I
l =RS8S OF THIS WORK
I
f"-Y - MG DEPAMWEYi TO"'ir.�.I°y OF ,' OTTR� 1 �.TH
r $� i
0
1
/ \
`F"--t c'! Dvrtl�l �€ri'RECORDPLAN Existing
I
\ /
� � ' a Footprint
A Cepy 0# TNs Endo'
(
'--�/
'y"
$0NO-TU€ S SIZE AND DEPTH
V EMONISREQUIRED8EMRr= Flan U stDa krep", 01 GIgO
1
1
3 coot. Filed lolly column
on 30" diameter x 10" thick
concrete (3000 psi) footing
THE CONCRETE IS POURED. D'! xp
typical
o
r-VILDING DEPARTMENT
1 8" Concrete wall (3000 psi)
_
mrl of DVfM1 QU
1 C 7'-10" high w/ damp
proofing to grade on keyed
1 16" x 10"concrete footing
_
typical.
1
/
I
15' 0"
,
7' 0" \
, 7' 0"
7' 0„ \`
v
3
1 �
`'I`—_-/
6"x7"beam
pocket set into
foundaton wall.
\
4" concrete slab (2500 psi) on 10"
thick bed of z" stone with 6" dio. Perf.
Drain tube around full inside perimeter.
Drains connected back to existing sump
pump.
FIRE STOPPING F 1 QLlL EfYz :jT
Pamtrations thru rated wa.I,'s and floc sl- ll ram::
sealed with a materia: ca Ala of preventing tE;:
passegs of flunes and hat gass s When subjected
to tho regWrements of the Tess Siandvcrd r2nQUjc
On --
----o--- ----------------------
Window I —
S
12" diameter concrete
(3000 psi) filled Sonotube
with "Bigfoot" base, set""�N
4'-0" min. below grade on 't "
undisturbed soil typical
.25" "I- 6' 2.25" "I, 6' 2.25" "I, 6' 2.25"
40' 8.5"
DARTMOUTH FIRE DISTRI
10 BRIDGE ST.
DARTMOUTH, MA 027
5oa - 996-1596
7' 1"
A�X3� -:�- yl�
11
n�
V
8 - 12" `rrebor
pins itnto
exist ing
{ounddation
f
2" x 8" PT Joists - 16" O.C. -
Project:
Gadoury Residence
Addition
Site Address:
25 Winston Lane
Dartmouth, MA 02747
Scale:
Date:
5/16" = 1'-0"
1 7/12/04
Drawn by:
Mike Gadoury
Page:
2 of 9
2" x 6" PT Sill Typical
q
2" x 6" PT Ledger anchored
to foundation. Typical -
3 - 2" x 12" Built up Wood Girder
2" x 10" PT Joists - 12" O.C.
F
1E
X
Q
A?
Ti!! I
XD1f-3
DU
ING
-Nj:
Pr"
3R35
OF 71
's wa
-,t
=;7
7R
Na C
TAM
TUTt
-I e I
tnit
CL
UlAm
Gr. 1
-!,.1
�Cu
ii
CL
I'Afto
Cq
v C11; ',
'A s E
P!
r
in r.
int E
3 f.
lit
-------
-V,
-
—
-
1
-I
Ir
111E
IM
-
ZOUN
10N*�Z aRE
2" x 8" PT Joists - 16" O.C.
k4
sp—lei!
tiv-
)r F11
k=d
Ejpj
ator
vkM
]e
reqL
3 Stc
k4
STOPPI
thr
a materi:
it m
,em
r, ASTMI-1
kd
A ma.
ans
nts(-
k4
',G F
d vv
a
I ca
110t
d' the
k=�
EQL
!Is a .
c
i bL3
]In -SS
Test
k4
REIAU
�-d fi
of paveqi
S Vill'
SW
k=d
rs do
, 3n 41
krC
W
all
ng
Tec
1 E4
IT--
=777i i,
X
02
C-4
2.
V1
rn
O
First Floor beck Plan 1�4 � 61X 36 --
x 64- 6- 7
Existing
Footprint
4 F—�
7' 8.375"
Supported by
partitions to
basement floor
3' 4.5
Project:
Gadoury Residence
Addition
Site Address:
25 Winston Lane
Dartmouth, MA 02747
Scale:
Date:
L5/16" 1'-0.
7/12/04
Drawn by:
Mike Gadoury
Page:
3 of 9
fl-116E Copy Penetmtlons thru reted via-% and floors shalt be
seat^d wn, a materiall capab!o of preventing the
payscV.o of flames and hat gasses when, subjected
to t45 requirements of th9 'rest Stcnd-nrd �4c
tat Elm Stop`' AMI-E-614.
cond Floor Deck P,,,Icn,:� OF N I TEI-IOUT 1
YOUR SING KXT R- C"Ipr FU 4 ,AT THE BU!ZD1NG DURIM THE � � 1� D"'7H
PRooR�s OF: THUS MO TH RK CP-Y C44 DIS En C j.M ..,. 3 s RFou{r ors
Pt Ust �� t Qn site TM coa�c rE is poUpc-a
04 �� t r y " � smart aS Dertnlouih
Project:
Gadoury Residence
Addition
Site Address:
25 Winston Lane
Dartmouth, MA 02747
Scale:
Date:
5/16" = 1'-0"
7/12/04
Drawn by:
Mike Gadoury
Page:
4 of 9
1 z(a (,Aq �•�'.
I
b v) Xj& 4f--k-
FILE COPY
Media Room
Bathroom
Shelving
Closet
Shelving
Side Entrance Hall
Up To
Existing
House
9RE STo°Fl C ULFL=k 7-:;Nr
PenCt bons thru ratLd v�aRs and floes €tMU tx
sealed with a material capable of Prevc*ting the
Pa-�e of flames and hot gasses when subjcc
to M- roquirements of the Vest St--7nd^rd rho
for Fro Sa ASPA-E-Cf4.
First
Floor
Plan
aeOF W
EONO-TUCE SIU AW DrTN'P
1°�
:"OVtS REQU'Ef'�FETtm
'",'•` t<"
�'' �'i
'A
1 Th?eCONCRETE tSPOU1D.
"._,,SOFTHz$WORK
ACcr 7 C7 ZISEC- f
1
piKF• ri ml- ��/•�
�, v R0
CITLOiN3 DEPAR T I�AENT tRUILDtNfl DEPARTWf4r
ITT t CO DO-7�04 L'wn c^r
Project:
Gaidoury Residence
Addition
Site Address:
25 Winston Lane
Dartmouth, MA 02747
Scale:
Date:
5/16" = 1'-0"
7/12/04
Drawn by:
Mike Gadoury
Page:
5 of 9
Shelving I I Shelving
Office/Guest Room
Hall
Bathroom
0CQ
Pcnt't jjOns thru rated v �'sna f1O z
seated w► h a maters€1 C�
s when s:.
paw o1- fl a;�es and hOt ga..use
to the, reaUI;e;nsnts of t?,la Test St
for Fire StOPO ASTM-S-314.
Future Bath I
Down
Railings and Newel
Posts to match
existing
0
Loft
t
s I
€0NO-TU1M SaE AND Dr TH
lt.'S�ECTVN IS REQUIRED VEFCOI
THE COGETE IS POUKED.
ILDN'G DEPARW ENT
T_� . t of Da"t"mob
FUECV,10 MIS,!
-.n east Be Kept On Site
Q"*I _vr'"fl
FILSE
Ae7 Tk': ru i.olm DUFl1t* THE
OF THIS WORK.
D:1.;CD1t`?3 DEPARTMENT
To
Existing
House
3
FIRE STOPPING FEE L -t;aT
Penetrations thru rated wails and floors shall to
seated with a material Capable of preverAing thL
pale of flames and hot gasses when subjedc- d
to the requirements of the "best S cit rp^ !c
for Fire &opo AS-MO-E-014.
P-j—
bod.-y Resider«
Addition
5- Address:
25 Wvfon L.
Dorm h, MA 02747
Scale: Dafe'.
Dr"w" bv:
Mike badaury
6of9
rchitectural Asphalt Shingles to
latch Existing (Harvard Slate)
04,104jolki
i# Felt Paper over I"
DX Plywood
?
p e^
i �#S
L
(.re
in cepy oil Th"s
1ta,dt 60 ,f#
40ra
a
EONO-TUM': SIZE AM
014"""ECTION IS REQUIRED Etc:F �
Drip Edge
71 :: CONCRETE IS POUFZIED.
�.
ontinuous
tUILDING oEPaRTM,E-111T
" x 8" Pine Facia and Aluminum
utter (Not Shown)
ne Soffit w/ Continuous
luminum Vent. V.�VY-M PAT rT. K""a7'
A7 THE CU.! DING DURIW TH,"
M-OGR O-s OF THIS VVQFV,
" x 10" Rim Joist, Typical M� .Mf
rouble 2" x 6" Continuous
'op Plate, Typical
" x 6" Studs w/R-19 Fiberglass Batt.
nsulation Typical at all Exterior Walls.
Tyvek Building Wrap Over 1' CDX
Plywood Sheathing.
2" x 6" Bottom Plate
2" x 6" PT Sill
Anchor Bolts
8" Thick Concrete Foundation Wall (3000 psi)
Foundation Damp Proofing to Grade
Continuous Tapered
Keyway
Poured Concrete Footing (3000 psi)
6" Perforated. Flexible Drain Pipe
Continuous Around Perimeter.
10" Bed of }" Stone Under Slab
Section Details
Pr.j—
Cadoury R—id.—
Addison
Sits Addrezz:
25 Wi— Lm
Ow+.,MAW747
Scale: DTe:
Drove by:
Mike
Mik� Ckd..ry I
STOPPING FIRE RENC
F
' ILREME
thru , T
PenctnWns N ILE COPY "czealed retp-d YIMTS and floom'.hj, Ix
WIth a Material caPable Of Pr%VrAjng th,�
zpa*O'S�e Of ffalmes and ho-I mosses when subjetteG
40 the requiremc,ts 0' ths Test suiid,
erd ,zc
Fire STOP3, I
Toil!"" OF V!ATf,?.IiITJTi
ric-ce-rio FL�irwf
A C C r- V C I T N' s E r.
p2-
rirm vrimst en
7 f"PI C4" Site
------ j r.--- YOUR OPAW944 WST PEE KM
Front Elevation -(South)
V*$ SONO-TUB SLZE AnD DEPTH
IS
ICRET - LREFORrz
-= 'S POURED.
qrx
De.,z)AFiTmENT
C# cm,
1-j.,:
Cadou,y Residence
Addition
Site Add,—:
25 W,— L..
Oartmanh,MA
Scale:--T--.
Mike badoury
Existing
Structure
Existing
Structure
Proposed
Addition
Proposed
Addition
Rear Elevation -(North)
Umm-y'vENT
PlcnetmVons tru ratod VvOs and floor, rthtff bc.
waled wfth a materj�j c.rc���
Pass%-ge of flamcm, aM ble of Preventing thc
Jusses when subjcCtP_d
to the requiemtz of thee Tbst Skalndnrd epcor,,C
for FkO S*,OM A6M.f,-C--G14.
RECORID KAM
1:;
men vxmt n Kept an sne
'4
vaqv �3 'I
DrAft,10 VUST Vf-l- Kls-T
A7 TW! MOLDING DUR11"O THE
OP THIS
171TI-D-011n ClMn'.. "I
SONO-TWE S2Z AND DEPTH
ECTION IS REOUI M.6 rm roAr-
THE CONCRETE IS POLARED,
-'C�ILMIG DEPARTMIrCT'
Pro
C,dau,yP. ids a
Addition
5ix Add—,
25 hIn -L..
DarYmwih, MA 0214]
Semr.: Date:
Drown by:
Mil. 6adou,
Pogo
9of9
Side Elevation Wes
A—
e£`9'
REC010 PIAE
A Ccpy 01 TIL's Endc-irtm
plan F"Imst 62 rc t U site
d�
Yom wW3 VUST E115 lc- r
A7 THE EUILDING DURING THE
Prwt ss OF TW.S WORK.
—PLM.'4G DE'Pb0.l�'t��''714r'r
TM-1 & DI-r"^,1
60NO-Tid SIU MAD DEPTH
!t `m"ECTlCk+! IS REQUIRED BEFORE-
AlE "' 0 THE CONCRETE IS POURED.
1`7 t)!t G DEPARTMENT
of w4.., oteft
FRE Mppwr, IlLn-, �� -r
Pene'.mations thru raged w :Rv and floors stall be
Sealed vM a material ca,► &b! Of Preventing t1h,.
Page me Pge Of fumes and hot gasses when subjec tec.:
to the requirements of the Test Sty rd ey _m
fOr Stopm- AM-E-614.
ACE"
-ARM
!:' Rn A i2 it
)IVISION
0RED
2�
RS33,8'
233.98' S87'39' 17"W
42.08' �,
151.59' Parcel B - 63,63s Y
644 sf 32 0�,,
W
Drainage Easement 42
\82.�
w \ ��-_ 61_92' _
co
M
N AP 43 Lot 3-5
Robert C. & Julia Nye ��-
Deed Book 5647, p. 76
Record Lot 5
Plan Book 141,
d — S82'06'34"W
U
N 3:
00
N
O
t
\ i N82'06'34" E 139.28'
I certify that this Plan conforms with the rules
an egu ations of the Registers of Deeds.
Carl H. Bevilacqua, PLS
SR 0 11
,�� o � � t1� Of �rt
Z f \ VL
RL CAH. o�° CAAL `yam
SEvu cpUA H.
MIL BEVILACQUA
No. 33621 No.33317
E� � ! A�FESSIONP
SURVO
9
SCALE: 1" = 40'
v-
N
i�
�
(V
O
50.00'
Z
N87'39' 18"E
01.
rn.
L
rM
pop
U
r'
N
r
N
�
►•O O
'q- O �-- N
OO N N
Z
U
ti
L=18.42' 70 `�0
�u''
R=25.00'
00•
D=42' 12'58
00�L
68.05'
131.58
Wo
0
�
^0
it
L=41.69'
R=25.00'
=95'32'44"
S82' 06' 34"W 84.99
Found d.h• in c.b.7
inston Lang
31704'
S 82 06 34 IN.
A VT ASSOCIA TES
Civil Engineering and Surveying
18 Algonquin Drive
Dartmouth, MA 02748-1203
APPROVAL NOT REQUIRED PLAN
drawn for: Michael & Susan Gadoury
Robert C. & Julia H. Nye
AP 43, Lot 3-5 and AP *43, Lot 3-6
Winston Lane
Dartmouth, MA
Scale: l " = 40'
Date: September 27, 20Q.(
RESIDENTIAL
2004 RESIDENTIAL
2004
A.
1RDPER l CYw1VE1t.HI1�J111T1tTi€iixIZRI]
iGENT .:
2.1 of Record:
rO�wner
Y✓ii OAF-6 AND SCAT) rnjq-DoUZ�y
dS GV,A)SToA-) GFhvr__ Sdf3.'7gq, �1
Name (print)
Contact Address Phone Number
2.2 Authorized Agent:
Contact Address Phone Number
Name (print)
�� s va ® ��� NuR
> cl�lrl s22vC8 MINI s®k
3.1 Licensed Construction Supervisor: Not ApplicabIbEq
Licensed Construction Supervisor
License Number
Address
Expiration Date
Signature Telephone
3.2 Registered Home Improvement Contractor:
Not Applicable
Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no
If no, go to the next section!
Are you claiming exemption from the requirement? IQyes ❑ no
If yes, submit the
required affidavit!
Company Name
Registration Number (if none, state ❑ none❑)
Address
Signature Telephone
Expiration Date
3.3 For Residential Remodel Work Only
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND:
QTJESTIONS OR COMPLAINTS call or write:
mprovement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598
Zer
s Name rint
f tore
7bigningthe abo thehom owner ackn ges that there will be no eligibilty to the Guaranty Fund
/1
3.4 Homeowner Exemption - One & Two Family Only
FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT
109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1,1982, no individual
shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of
buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing
Construction Supervisors.
Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a
Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor.
For the purposes of this section only, a "Homeowner" is defined as follows: 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 dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs
more than one home in a two-year period shall not be considered a Homeowner.
If you are applying under this section sign belo
Signature:
Your signature carrie certain respon ibilities, ' c u mg but not necessarily limited to, general liability
NOTICE To LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction
Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15)
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: �4 yes ❑ no
❑ new construction* )< addition ❑ alteration ❑ repairs ❑ chimney/ ❑ Voodstove
(energy report required) (energy report required) fireplace
❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ cdemolition
(shed/garage) no. of windows_ doors_ (specify below): (spzecify below):
* If new construction, please complete the following:
Single Family: no. of bedrooms no. of baths
Two Family: no. of bedrooms unit 1 no. of baths unit 1
no. of bedrooms unit 2 no. of baths unit 2
❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify):
❑ Air conditioning - (separate unit)
❑ None of the above to be provided
❑ Hot Water: Gas Electric Fuel Oil Other
Brief Desert tion of roposed Work:
Item I., Estimated Cost ($) to be completed by permit applicant
I ? F1Prtriral
5. Total = (1 + 2 + 3 + 4) I *Estimated Total $ cl �3 DDD
(please print)
I, , as Owner of the subject property hereby authorize
to act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner
Date
I, /l/GlmiasCw Authorized Agent hereby declare that the statements and iinformation
on the foregoing application are true and accurate, tost of my knowledge and belief.
Signed under the pains and penalties of per)
v, 11111A.-
Signature of Owner/Authorized Agent
Date
C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 1, 2003
C:\bldg.forms\Bldgapp.res.wpd
Page 3
Rev. January 1, 2003
RESIDENTIAL
❑ FOUNDATION ONLY
$25.00 APPLICATION FEE IS NON-REFUNDABLE & NON -TRANSFERABLE
2004
2004
1. Date plan reviewed:
2. 30 days to review period expires:
3. OK to issue date:
4. OK to issue subject to requested submittals (see project review worksheet):
Date:
5. DENIED (see project review worksheet):
Date:
6. HOLD reason:
Date:
7. HOLD subject to Zoning Board of Appeals action:
Date:
8. Comments:
9. Inspector's
Applicant ii
Comments:
Total Permit Fee: $ (0 ' Less Application Fee: $ 25.00 Remaining Balance: $ 0(3
TOTAL FEE: ('� Gross Area New Construction total sq. ft.
Gross Area - Alteration to q. ft.
__
Perrnit,4ssued To: 4�4.f,GlJ
'1
'ors � �.Ofi/rL! �',�� :� � � F„� a��a RJ
CAb1dg?f6rms\B1dgapp.res.wpd Page 4 Rev. January 1, 2003
RESIDENTIAL
❑ FOUNDATION fULY:
$25.00 APPLICATION FEE IS NON-REFUNDABLE do NON -TRANSFERABLE