BP-2000-14726�J
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51 gco
CA
EXISTING FOUNDATION N
9 TOP OF CONCRETE EL.=100.5 r
Cfl `
Q I! HEREBY CERTIFY THAT THE FOUNDATION AS SH,' OWN
I,
COMPLIES WITH THE ZONING REQUIREMENTS AS SET
Lo (LJ AP 31 ®T FORTH BY THE TOWN OF DARTMOUTH'S ZONING [BY—LAW JI
F— 34 ACRES +/
_ % "LOT CO VE RAGE LESS THAN 1 % T ■�' � ■/\/'��• �a As, �syoWN
�. ICI S i iJ V 13 Welby Road Oi7tQ: s— 9— DQ i.
New Bedford, A1A 02745
(508) 998-2125 Gtvwn.• DNfq
OfxvA and EnWavmatd Ergineering FAX (508) 998—r554 dmcka* SDG",
Land Um Planing Gppmmt SDC,
Clo-
Proi�t
J MAP 31 LOT 7
O WHITE OAK RUN
C1l
a OJ ' DARTMOUTH, MA
oa o 2 25 ;
a
oo, MANUEL DeSOUZA
- pt" rm«
FOUNDATION ASBUILT
1 -200 FAB 1
q`
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z813 J
ZM 1
rf} 10 concrete foundation wall
t} top of watt elev. = 100' - 0"
1 a" x 20' keyed cone. cone. Ftg. "'--
- top of footin
,G. 9 etev. = 92' - 0" (0
10" x 20PA Poured Concreted -TES r� s rs r - '-- P.
Footingwl. ►r ®
(2) #5 Rebars (Typ•) r- r -p
IN
k 3'1%Z'k?-7I3- Farallam 3-12" Concrete Fitted ci ',
7 SuPI!er to ve :.
Lail 14
10"' concrete foundation wall r``)'size Y �lu^;ns an 2'- �,Ax � �� '
+� top of wait elev. = & ccru^^n scaring 2' - 6- x 12- Deep Location of
-100'-0 .. Q _'
c 1'" x 20" keyed Cont. cone. Ft^. _F
f-- — _ Ccncrete Pads (Typ.) Furnace
top of footing e lev. = 94' - 0' a _
N B��
E
4
fo
�j
s Q 4" Reinforced Slab
Concrete
on
CM6 Mil Poly Vapor Barriergy p
�- ever min. 6" Co
mPacted Crushed Sto,
J NOTE: �, �-
4" min. concrete slab -ib
-
rr4
cn 6" crushed stone --
�; over compacted fitt
— ., ` . `'__ • ----,_ fit
�f
G-C. to Determine To rs
L -
_..y_._ of Porch P ElevatoLNG
Foundation S c-1 L -t- J
t4
.Drop Top Of Foundation 8" concrete foundation ation =�; rE 4r Fi) ,
GYP•) to of watt — — — �
P wall elev. =
r}/ 10"x18°k �-
`� r r, top of foe n
^ 9� eleCont. concrete �- e
-------- a /� `- =n r _.� g� ,�i' ' o' concrete f uric'
3..
F
' - o wall et _ it
�l�r;>� r to lotion wa
• � AI o
tr-al -Notes.��,r l ~ - -` 10 x 20" k 0
ese la R t keyed cost. one. Ft
air Plans are intended to provide the y top of footing eiev, 92' - 0" g
Try
o n, Thisc construction
ked means these plans rnus basr ^ u �,RNI
_ -
q
completety by the con#r t be verified and _ - 1 :� e. 3 ; :a dares-
� m
.;., a actor. Lo O 3A
AtI dimensions are
field verified and any adili ments made accordingly. -
work shalt be completed in co `f ----_
-Ptiviu FIRE
able Eur')dirg, P(umbin mPriance with ar( -- -- - Z g Q,
g Electrical cod
state and/or federal codes that rtta �� Any other DISTRICT
I"�' ((°�
r ntsShaft be considered as part of the may to this 1 1 V
construction
rf.ar
fa _ i
ste material p2/ rJ cn
r
city. l and debris shall be removed THE
and rtrsposed lv - = r _
`burs set within :�. cl - -�._ ts' DLFi T':'EPYT . �, :,�.
.:.....:,.: - u �;�,.� NOTE. rcw�r3 of Dartnto'a:n
�) reference that section of the --`
uilc$ir~ Exact location ^ UE-
g Code e Massachusetfs _ _ .
Of house and
coon (36 edt s1 for 1 & 2 family dwellingsTv.wrrr of D-#; .c�rb�
e drawing were refinish grades are to
~� NOTE:
late Bdild'm Prepared g . � _ , .. ,,,� _
per uidelines set forth in the determined r'ic
g Code Section [3g1 for 1& by Se. ,ic ALL ELEVATIONS f ,.. Design
�wgiazing chart be considered h 2 family dwellings, +`t, K System ONS ARE FOR
_
gn. G C• SHALL BE RE REFERENCE ONLY
azardous when used in - l
ithin S'0° of a door�,ay or closer than 1B"'ta the � � � �' ACTUAL ELEV SPONStBLE f'
used for emergency egress floor. _ , i ATIONS AR OR REVIEW.
1N FIELD E TO EE -.
�'" x 24" in either direction and Shall not be minimum opening BY ENGINEER OR ON SEPTIC ACCESS HOLES FOR EPTIC SYSTEM D
= finished floor. p603.1£l.4 � 3603.10.4.1 more than 44 TO t3E' CDORDIN R WATER, SEWER AND ESlGN',
3603.20.4.21 ATED.
`s next to stairways shall have fire $to FROM EACH END A PROVIDE ANCHOR BOTHER UTILITIES
and parallel with the stringers, pping installed ACTUAL FINISH GRADE OPENINGS ANC'6' - 0" p TS 12
Y chimneys constructed fio section36101 of INSTALL BASEMENT E TO BE DETERMINEp O.C.
chusetis State Burtdt"rig Code. ENGIiEER's NT DRAINAGE IN ON SITE.
IMAGE p RECOMMENDA GENSACCORDANCE WI sca�E:'1 j t sa
RODUCTS —� APPROVED BY:
ALL CONCRETE USED DATE:
COMPRESSIVE STRENGTH N 28 DAY DEVELOP
A MIN.
3,000 p.s.i- WALLS S AS FOLLOWS:
& FOOTINGS
2,50o p.s.l. FLOORS ic,a l- '
eS /V. r''®
�i
�r zl-rV4Z- �:71 r141
-- —! !<�-t31AY
f FvJCa �ol�� 2 I
Tw
- - - - -_ -----� _. - - Fcs r _Q `
ENaS
I110
! I
Basement vctalr5'
13 Risers
R a@ 7-71V 1
i; g N -- - - T @ 9"-10" l✓inish i
3-2 x 10 Stringers
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General, Notes. R r F'
's s '` G2, a ,_ :e'?�'' a�%a DEPTH t i -- n '_•` t ,�> " � C'_ i' F: PT
1.These tans are intended to provide the basic construction �' +-' # � , � � �P� �� EZ � � � ,, . ,
P
. .. $ , ;,: °�' �� , .<: ra,3"�a.`�(iREu"'..�`G;.H -° - �f;.`� D�,.i'�:i�at.: i,:
information. This means these plans must be verified and '` �b a r
p r s .�
ions are 5. These drawing were prepared per guidelines set forth in the Ti-1:_ �,.�.:_; IS POURED. _ ;E...s fdyr NOTE:
checked completely by the contractor. All dimens Mass. State Building Code Section [36] for 1 & 2 family dwellings.
to be field verified and any adjustments made accordingly. g rglazingBuilding
i�s� t l�l �Y# 1 a l T �., , N ; . -. i - Exact location of house and
2. All work shall be completed in compliance with all . Window shall be considered hazardous when used in �d �� ,• finish grades are to be
applicable Building, Plumbtng, Electrical codes. Any other doors, within 5'0" of a doorway or closer than 18" to the floor. f`"''
y! — tJ trdi r ati'a i „. , � ! v. V ca, :rriai- n
' r determined by Septic System
Windows used for emergency egress shall have a minimum opening
local, state and/or federal codes that may apply to this; . r� Ces►gn
:project shall be considered as part of the construction size of 2tl x 24 in either direction and shall no, be more than 44 �- ° -� �. - i : v : s .. Ui UE.. a
above the finished floor. [3503.10.4 & 3603.10.4.1 3603.20.4.21
�...,,.� 1, s. u ,t .... �,,
documents. 7. All walls next to stairways shall have fire stopping installed __ , �.._ and floors a,
3. All waste material and debris shall be removed and disposed Y PP 9 d ,.Si, �J� P-
aled � � �.
adjacent to and parallel with the stria ers. t .. !�: �� '^ , 1.u�
ofproperly.g _` ? ,�� of pro t,iC
� '
Masonry chimneys constructed to section 3610 of -- `
within reference that section of the Massachusetts ' Y [ ] : ' a� - <w _
.Nii'mlJerset [� � � - � :.•.-,-., •-�• � �„�.:.,�-�. T•� � �:Ti. , r, �'r.���..'�� ��+i3�s�d ;,i,i4,�3t ` . '��
the Massachusetts Sate u
t Building fade. _ ,.� r r s :. �� xt . �_. 1 f .11u o d..
Mate Building Code Section [36 edt 8} far 1 2 family dwellings. _
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61
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w_ €��`��GEfrr '���a�CONICRETE IS POURED.
Red Cedar Shingles
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u%lp,R -r- t•
y.9 a,p } 9 3� pay
4C ` .. O.rvui. k. • �d Uu%.,.y� p E ¢3
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T—__- SCALE: �4 �i= JQ°, APPROVED BY: DRAWN BY
DATE.
41 0!�)> L � REVISED '
l�w
DRAWING NUMBER,.
TECHNICAL IMAGE PRODUCTS
I
Framing:
Q Joists, Rafters & Headers to have min. fiber stress of
1,000 - #2 & better spruce
---- ` - 25 yr. Asphalt Shingles
#15 lb Felt Paper �r
518 CDX Plywood Sheathing
\� I2 Trusses Cr, 16 o.c. !
V (As per M`g. Spec.) - 7
I`Ice & Water Shield` i '` Gee & Water Shield
Alum Drip Edge Alum Drip Edge
1 x E Fascia 1 x 8 Fascia
1 x 10 Soffit - A r ° 1 x 10 Soffit w/ vents
� /'F.�
_ -
_ -
i
_.,► '�-_ r -- ---- R-30 Insulation R 30 lnsulalon
i l , „ 2 ,f is Blueboard w/skim coat plaster ;
1 ; / Blueboard w/ skim coat plaster 1-7 .
over Furring Strips Z 9 over Furring Strips I
F i 2 x 4 Interior Studs - „
Red Cedar Shingles 5 114" exposure Red Cedar Shingles 51/4 exposure
V, gate 4X4_�. _----=_ _ii ! I ?w/skim coat plaster
r T ek Housewra
t Tyv k Housewrap
,i , on'/" Blueboard = r %z"' CDX PI ood Sheathing
rtt 1 /' CDX Plywood Sheathing tct, Y'n' g
_ --- 2 x Studs @ 16 o.c. 2 x 4 Studs @ 16" o.c.
t i �,
„ R-13 Fiberglass
-9/2 1i l:
—_- I i 3/4" T&G Plywood sub -floor }i R-1 Fiberglass Insulation 3/4 T&G Plywood sub- oor 1 g Insulation
i / Blueboard w/ skim coat of
6lueboard w/ skim coat of plaster
taster
2 x 10 Joist @ 16 o.c. Y'�° P 2 x 10 Joist @ 16 o.c. P
R-19 Insulation R-19 Insulation
Tu
p* Q
- - --- — .H 11 r ,3 °e LIbAM, t r > h Fa r, fi `I ,x 1
r
3-1/2"x11-7/8 Paralllarn e ., � ' � i ii, lie a \ �:a�W°Y�[,+�dx+w
Supplier to verify size
column spacing.
�
<vW
colu 3+
:
• ,ill. ..,.- :. a dot'- �,
3-1/2" Concrete Filled 2- 2 x 6 PT Sill w/ Sill Sealer ; I
Lally Columns on Termite shield if Re 'd '' +
_ " \ q )
2 6 Square x 12 Deep ` ` , " " 4' Reinforced Concrete Slab vA'tlP 0 •a" i;: S t.1iJt,T 0E KEPT
+ ✓ x 12 long Anchor bolts 6 o.c_ t
Concrete Pads yp.) son 6 MiI Poly V por Barrier ' I rt;E ,i�i? i� Nfc, DURING TH'E
a ; -10 poured Concrete Wall y 6" Com acted Crushed Stone i ` 1T
lWaterproofing TYP' over min. p FIRO ::IES3 Ci t I€ � § i ,
•
TUNi Cii 5>rtrrS3#0!
4" Reinforced Concrete Slab �
on 6 Mil Poly Vapor Barrier 0" x 20' Poured Concrete Footing
6"Com acted Crushed Stone
on min. p I (2) #. �eba!s CFy'?-)
d
}• ._,. ?<: ham. a,3 ae s°ram „& 9 s+��e $'( r" 6:. (^ t-
. ^. :�:. ... ,.°. ,. a '- .. �. �-. # ♦ •-..`�3 ,;,en.+:A �rS :.,...� l,tle'� ,: � ac..t 'b i'+ 3!t uS''+al`s ��.%��ti5i
it I aqua vva"S and floors s„all be _ IS �,-
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ai ,'si;. —, .ti1,: 3»E�t:,a , '.. oil r,1€'s. ve it,$ : trio. �_.. •>�.
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RIG DEPARTMEPT17
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br I Yii SA STNl S 14.1 r a
.g-.fib.;...
25 r."Asphalt Shingles 'u��st ?' to "�'Ct'
#15 lb Felt Paper f nci t'€01
.insr
5/8" CDX Plywood Sheathing
Trusses @ 16" o.c. III.
(As per Mfg. Spec.) • l2 25 yr. Asphalt Shingles
#15 lb Felt Paper Gene al Notes:
5/8" CDX Plywood Sheathing 1.The%e plans are intended to provide the basic construction
g Ice & Water Shield Trusses @ 16" o.c. inforrifation. This means these plans must be verified and
Alum Drip Edge
(As per Mfg. Spec.) checkfed completely by the contractor. All dimensions are
\ }, 1 x 8 Fascia ! 1 x 10 Soffit w/vents to be (field verified and any adjustments made accordingly.
2. All work shall. be completed in compliance with all
applicable Building, Plumbing, Electrical codes. Any other
local, :state and/or federal codes That may apply to this
y
project shall be considered as part of the construction
rti-�A.s'pa, !r t��a� I documents. � E 3. All vavaste material and debris shall be removed and � disposed
-- P
of prorperly.
"A C4}_ 4. Nur-nbers set within (j reference that section of the Massachusetts
P
Red Cedar Shin les 5 114" expos! I i I� State [Building Code Section j36 edt 61 for 1 & 2 family dwellings.
i 9
_ 5. These drawing were prepared per guidelines set forth in the
Tyvek Housewrap '' Mass. 4 Section 3 for 1& 2 family dwellings.
--..._ +/"' CDX Plywood Sheathing NOTE. State Budding Code Se on 6j Y g
"
l i 4 min. concrete slab i 6. Wir-idow glazing shall be considered hazardous when used in
g g
E 2 x � Studs 16 o.c.
@ G:C_ to Determine Top Elevation ! W/6"x6"x10/10 W.W.M.doors; within 5`0"' of a doorway or closer than 18" to the floor.
i of Por h`Foundation ; - over compacted fill Windows used for emergency egress shall have a minimum opening
s i r'�oRc!i 1, size of 0" " i either direction and shall not be more than 44"
4" min. Concrete Slab w/6"x6 `x10/10 w.w.m. I f 2 x 24 n e r
above: the finished floor. [3603.10.4 & 3603.10.4.1 & 3603.20.4.2]
on 6" crushed stone over compacted fill
i �_�; - ., -_-; 7. All � have e stopping installed
.., wails next to stairways shall ha fir opp g n
djac!vnt to and parallel with the stringers.
u--. ..-
- 8 a. 6
" --1-- -- M won chimneys constructed to section 3 10 of
8 concrete founda ion wall rY t j
I top of wall elev. the M+assachusetts State Building Code-
`;
#;. 1- 2 x 6 PT Sill w/Sill Sealer
Termite shield (if Req'd)
10" x 18" keyed cont. concrete
1/2" x 12" long Anchor bolts 6' o.c. top of footing el v.
10" poured Concrete W811
I
b
a terproofn T
YP ,
t s
SCALE: �!.-� � APPROVED BY:
.,, DRAWN BY ' y�
_..,• DATE: REVISED
D ;
e�
DRAWING NUMBER
TEC-?-fMCAL IMAGE PRODUCTS
RESIDENTIAL
2000
-r.
:::; ..:..: SkTTON :1 Ii<EP gt 11 Y:.f>41!1�iEttSEiLi' I.Altl i lil* kt?� D AGENT : _ {
#
:>
2.1 Owner of Record:
SO ck 7-
Name (print)
Contact Address Phone Number
2.2 Authorized Agent:
/,may
� (/
Name (print) v /
Contact Addre s Phone Number
G"IE £ <15�: ».:COBSTS i RLTCT IF3N: SER :ICES
3.1 Licensed Construction Supervisor:
Not Applicable ❑
Licensed Construction Supervisor -� / O„
License Number ® �E2 jar"
Address 1 Y +
Expiration Date
Signature " Telephone
3.2 Registered Home Improvement Contractor:
Not Applicable ❑
Are you a Home Improvement Contractor subject to (780 CMR-6)? X yes ❑ no
If no, go to the next section!
Are you claiming exemption from the requirement? ❑ yes M no
If yes, submit the
required affidavit!
Company Name
Registration Number (if none, state "none")
%Q
)�
Address h
Signature Telephone 9 ... Q
Expiration Date9//000
r �
3.3 For Residential Remodel Work Only
PE" .SONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND:
QU1:STIONS OR COMPLAINTS call or write:
Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598
Ownais Name (print)
Signature
by signing the above, the homeowner acknowledges that there will be no eligibilty to the Guaranty Fund
Date
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 individ
al
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 Licensi
g
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 Homeow
er
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 whi-,h
there is, or is intended to be, a one or two family dwelline, 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 below:
Signature:
Your signature carries certain responsibilities, including but not necessarily limited to, general liability
RESIDENTIAL
Z000
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 Ra 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: Myes ❑ no
25 new construction* ❑ addition ❑ alteration ❑ repairs
❑ chimney/ ❑ woodstove
(energyrePort required)
ed) (energy report required)
fire I ace
❑ deck ❑ pool ❑ accessory bldg.
❑ replacement window/door
❑ other ❑ demolition
(shed/garage)
no. of windows doors
(specify below): (specify below):
* If new construction, please complete the following:
Single Family: no: of bedrooms, ,3 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):
X Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): 4- j10
r?
❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify):
❑ Air conditioning - (separate unit)
❑ None of the above to be provided
X Hot Water: Gas Electric Fuel Oil Other
Brief Description of Proposed Work: re2
s
4 tp)
Item Estimated Cost ($) to be completed by permit applicant
1. Buildin /e ® 000
2. Electrical ® on� �--
4. Mechanical (HVAC) 67 A 000
5. Total= l + 2 + 3 + 4
( ) Estimated Total $ /4zp n^�
Signed under the pains and penalties of perjury
c:\wpwiTi\forms\bldgap-p.res
Page 2 Rev. January 20, 2000
Signature ofr/Author ed Agent ate
:;.vnwin\forms\bldeann.res P— z _ -
RESIDENTIAL 2000
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: -/f/ )—f ()-0 2, `- <- . /i�� _ e 1
9. Inspector's Signature: Date: 3 6b-C
Applicant inform d of above Date: 3 i Time. Clerk:
Comments. ,
`Total Permit Fee: $ Less Application Fee: $ 25.00 Remaining Balance10
: ��i
TOTAL FEE: � (Gross Area - New Construction total sq. ft.
` Gross Area - Alteration total sq. ft. i
Permit Issued To. z- 5 . A
4
r
RESIDENTIAL El FOUNDATION i 9NLY 200
$25.00 APPLICATION FEE IS NON-REFUN®ABLE & NON TRANSFERABLE