BP-437055 1/2 + \
roof Ptch to be venfied at site
canfinn clearance with ewsbng
of rooverhangs
12' dn. pe ma cast columro
22'-0"
SCALE f /4' - t'-0'
12 2 x i 09 at 16' o.c. 5/8'
shtg., 15# felt and shmgles
5 1/2 ± to match eastmg bam
humcane straps and be -down
2 x 1 O's at 16' o.c. at all fi'a'un9 oonnect'oro
ceiling matmal to be
determmed by owner
beam at 191-0' span (non -be mg oe tnm materal to be beam at 19-O'
column) to be either 2: 1 3/4' x 16 span (non-beanng center
determined by owner' column) to be either 2: 1 3f4' x 16 or
3: 13!4' x 14 L.V.L. beam o
l 3: 13/4' x 14 L.V.L. beam
22'-0" o
perma-cast rnlumro
9 20'-6" 9'
6' gong. slab
1 each per to have center #5 i 1 retu slab 18' below finch
1 threaded anchor bolt to secure ' grad between peen
column base to
/ 1 12' 0 concrete pier wth flared / 1
------- base min. 4'-0' below finished '
grade at each column above •______,
SECTION
SCALE t/4' - V-o'
FRONT ELEVATION
SCALE: 1/4' - V-0'
22'-0'
9' 9'-79,-�
}�' J4' 2.-0.
thu beam supported of ends
only, beam to be 2: 1 3/4' x 10 b
or 3: 1 3/4' x 14' L.V.L.
slab to turn down 18' t at cei Pei' depth not 4'-0'
belobeam above
grade, roof beaabove
Ammeter between column to span 19'-0"
h II
o m' corx:rete slab with firnsh
atonal to be determmed
t1n beam supported by 3
column, max. span of 10-9.
beam to be double 14' L.V.L.
0
1 top of new slab heyht to be o
venhed with owner
I)
h
l 12' du. concrete p¢n wrath
o I I flared base mm. 4'-O' below
hmshed grade, #5 treaded rod
III fto be prqlect from tor 5aF Per to
ten column base
�I
center per depth not 41-0'
thin 1, supported at ends below grade, roof beam o
only, beam to be 2: 1 3/4' x 16' to span 191-0'
or 3: 1 3/4' x 14' L.V.L.
SCALE: f/4' _ T�
RnhPrf- ('ratmroil P�+-1�
ex,stmg barn to remain
FILE COPY
North Dartmouth, MA
10-24-05
1/4'= I'-0'
A -I
1 0f I
5 1,2 -
roof etch to be verified at site,
confirm dearancee with —,brig
roof werharup
12' du. perm:rast columro
22'-0"
SCALE: 1/4- _
2 x 10's at 16' o.c. 5/6"
1215'
felt and shvgks
5 1 /2 t to match aubng bam
humcane stops and be-dowro
at all comectiora
2 x 10, at 16' o.c. fnmmg
cabrg material to be
be
datermmed by owner
beam at 19'-0' span (ron-beanng tnm material to be beam at 19'-0' span (ron-bearing u
cdm un) to be other 2: 1 3/4' x 16 determined by owner o column) to other 2: 1 3(4' x 16
3: 1 3144 x 14 L.V.L beam 3: 13/4' x 14 L.V.L beam
—10' die. pama-cast cdumro
6' tout. slab
each pier to have center #5
threaded anchor bolt to xcure
column base to
12' 0 concrete pier with flared
base min. 4'-0' below finished
grade at oath column above
SCALE 1/4' _ 1'-0-
slab I & below h—h
between Piero
ye
22'-0'
FRONT ELEVATION
SCALE: //4' _ V-O'
22'-0'
9'-7
)11 this beam supported at code
only, beam to be 2: 1 3/4' .16 c
L.V.L.
coitu pier d t 4'-0`
I I slab to tun dawn 18' ± at bwa� .roof beam above
perimeter between columns to span 19'-0'
11
I m' concrete slab wrth finish
0
Iatonal to be deternxned
thn beam supported by 3
c l--. max. span of I O'-0',
beam to be double 14' L.V.L.
0
1 top of new slab haght to be 0
� Verified Wltfl owner N
11
11
12" du. concrete p.ero mth
flared box min. 4'-O' below
finished grade. P5 treaded rod
to be p%lact from top of pier to
fasten column box
11
center per depth not 4'-0'
ram doe tsupportcd at code below grade, rod beam a o
only, beam to be 2: 13/4' x 16" to span 191-0' ;n
or 3: 1 3/4' x 14' 1, L. f
emsbng bam to remain
PIER
SCALE: 1/4' _ 1'-0' V V f � 1 '�'��/� L ( {►"ter �i `.r J _ _
1 O - 24 -05
Robert Covered Patio 5c_ala: 114"-
Rev.:
North Dartmouth, MA A- I
I of I
5 1,2 t
roof Imtch to be verrfied at ate,
confirm clew— wth exntaig
roof overhangs
12' dw. per, a set col—,
22'-0'
SCALE: 1/4- - 1'-0'
2 x 1 de at 16• o.c.
5W
12
shtg.. 151 felt and
hin sgles
5 1/2 t
to match a brk] ban
-
h—e strips and be -down
2 x 10's at 16' O.C.
at all framing cornectiorn
caking material to be
determined by owner
beam at 191-0' span (non-bearingC,trim material to be
column) to be either 2: 1 16
beam at 19'-O' s rig
(non4 center
-W x determined by owner
3: 13/4• x 14 L.V.L beam
0
coumn) to be attic x I
3: 1 314• .14 L.V.L. beam
22'-0'
i O' dia. perms -cast cdumro
20'-6'
6' coot. slab
each per to have center a5
threaded anchor bit to secure N
columnbaseto
12' 0 concrete per wth flared / 1
base men. 4'-(Y below fimehed
grade at each column above
SCALE 1/4' - 1'-O'
slab I &n
betweej/-
A--
vC'
0
FRONT ELEVATION
SCALE: 1/4• - 1'-0'
9 9'-7
this bean suppoIF�
ony beam to beb
or 3: 1 3,4• x 1
Pam' depth not 4'-0'
Blab to tun down 18' ± at Wow
below grade, roof beam above
Pier between Cam*— to span 19-O'
II
n
oI
I W cdnvete slab wth finish
materal to be dote—.d
this beam supported by 3
rciarae. ma. span of 101T.
0
ean bto be double 14• LV.L
n
top of new slab height to be
III
verffied wth owner
'rnV
a
n
I
G
!!I
12' dia. concrete pen wrtli
III
fired base inn. 4'O' below
I I finished grade, t eel rod
to be prod m top of pier to
fasten inn base
11!II
center pier depth not 4'
this b-rn supported Y below grade, rod above
o
Orly. beam to be 2: 1 3/4 1 G' to span 1
a3: 1 3,4'x 14'L.V.L
PIER LAYOUT
SCALE: 1/1' - 1'-0'
ea s.bN barn to remain
10-24-05
Robert Covered Patio 5rale: 1 O
14 Wm Re .'
�Wil'Z orth Dartmouth, MA A- I
I of I
3
SIDE ELEVATION
SCALE: 1/4' - 1'-0'
12 2 x 10's at 16' o.c.
5 112 t
2 x 1 2b at 16' o.c.
�— 2: 1 3/4' x 1 1 114' L.V.L.'5
ohurncane straps and
i tle-downs at all framing
22'-0" m connectio"
1 O' d,,a. perms -cast columm
9 ZO, fi. 9•
6' conc. 51ab
each per to have return slab 18" below
121 0 concrete per xnth center 85 threaded fimsh grade between
Flared base min. Ode anchor bolt to t secure = p�er5
� ILE \ below column
a grade at column base to
each column above
SECTION
SCALE: 1/4' - V—O'
(2
22'-0•
FRONT ELEVATION
SCALE: 1/4' - 1-0'
22'-0'
9' 9.-2Y2. 9'-2,V2. 2.-W
0
n
slab to turn down 18' S at
perrneter between cokoa
n
6' concrete slab with fim5h
matcnal to be detemmmed
,o 0
I top of new slab hcght to be I
H verified wath owner H
N
e ws" ban to rertum
n
I 12' dia. concrete piers wrath flared
o base min. 4'-0' below finished grade.
A5 treaded rod to be project from
top or per to tasten column base to
O O
m
iM
PIER LAYOUT
SCALE: 1/4' — V—O'
ACC
- .
2IG A R 28 PH 2= 4c
1 N 1 !1"
to be determined by owner
Pier Lavout
scale: 1/4 11 = 1'-0"
2 x 8 rafters at 16" o.c. with
5/8" shtg., 15# felt, optional
ice and water over entire roof,
and shingles to match
existing house
12 x 10 beam to be
trimmed, max. span
to be 9'-0"
structural 10" dia.
columns
turn conc. down 18" + at _
patio between structural
piers
10" dia. concrete pier with
flared base min. 4'-0"
below finish grade at each
column
0
O�
exact size of new patio to
be verified with owner
10" dia. structural
posts to support
new roof, see —
patio section
10'-10"
LO
N
co
N
co
M
10'-10"
patio surface
to be verified
5' table
I� cooktop ref.
II
patio roof to begin
4" below existing
window sill
0
c
CD
�:
0)
N
J)
'X
- O
N
Qo 0
existing finish
floor height
exist. hgt.
N from patio
-� to threshold
proposed patio to be
same height as existing
patio being removed
Covered Patio Section
scale: 1 /4" = 1'-0"
Covered Patio Plan
scale: 1 /4" = 1'-0"
existing stairs to be
removed at each door and
rebuilt after new patio
has been installed
existing
house
E
L
O a
co aul
L Q
P T e
AMS t 28 P14 2: 46
Roberts Residence
14 Winston Lane
North Dartmouth, MA
s-;
s
FILE COPY
coverea
walkway
✓ sidewalk from
>ting house
Side Carport Elevation
scale: 1/4" = 1'-0"
line of
existing
house
new covered walkway
to proposed carport
covered walkway
:o existing hOLise
line of existing
house covered
entry
new bluestone
connector
walkway
Front Carport Elevation
existing
covered porch VN
to remain KA
bluestone walkway to be bui[:
from existing house to new
carport
60
'
\ 0 \
0 \
\ proposed carport/
/ over exis'Uing dr,v way
/
o, 6 -
FILE COPY
CE:#1VE
V ,
I# It 23 Mi 2= 44
carport columns to be spaced
equally each side of existing
drive,way
existing driveway
\� to remain
/
3: 1 3/4" x 16" L.V.L. beam
at 19"-0" clear span
g-
Plan
= 1'-01
t,Z�C�K ,lra y�ssl��
Rok�)erts Residence
1
14 Winston Lane
North Dartmouth, MA
scale: 1/4" = V-0"
2 x 10 ridgeboard
roof shown at
9/12 pitch, verify
with owner
roof pitch to
be site verified
if 2x8'sat
16" o.c. �
6'-0"
radius
COCD
12" x 12" square concrete
pier on 2'-0" x 2'-0" x 16"
footing min. 4'-0" below
finish grade
line of
existing
house
2 x 10 rafters at 16'1 o.c. with
5/8" shtg., 15# felt and roof
shingles to match existing
house
Roof Option
roof trusses at 2'-0" O.C.
2: 1 3/4" x 16" 1. v. l.'s to
support carport roof and
top of I.c. to have beam
saddle attached to
receive 2: 1 3/4" x 18'1
I.v.l. roof support
beams
3 1/2" dia. lally column
to be set 18" into
concrete piers
Carport Section
scale: 1 /4" = 1'-0"
existing
covered porch
to remain
angle of carport to be
verified at site with
® ® owner
new
sidewalk
D�
0
16" square concrete piers with
2'-4" x 2'-4" x 16" deep footings
min. 4'-0" below finish grade
Carport Pier Layout
scale: 1 /4" = 1'-0"
Roberts Residence
14 Winston Lane
North Dartmouth, MA
A
i
22'-0"
SIDE ELEVATION
SCALE: 1 /4" = 1 '-0"
dc oAh
flared base min. 4'-0" anchor bolt to secure
J l below finished grade at column base to J
�/ \�� each column above
SECTION
SCALE: 1 /4" = V-0"
FILE COPY
E
C a+..L
21-T'=, 2 F�3 2: �16
•ricane straps and
-downs at all framing
nnections
lb 1 8" below
de between
piers
22'0
22 —0
SCALE: 1 /4" = 1'-0"
FRONT ELEV-�TION
SCALE: 1 /4" = V-0"
Date 1 0 - 24 -05
Robert Covered Patio 5cac 14„
Rev.
14 Windsor Lane
North Dartmouth, MA A- I
of
SECTION 8 - INSPECTOR'S REVIEW/COMMENTS
j 1. Date plan reviewed:
2. DENIED (see project review worksheet):
Date:
3. HOLD
Reason: Date:
4. HOLD subject to Zoning Board of Appeals action: Date:
Comments:
Inspector's Signature: iittc' Date:"�`��
CTI N/9 - APPLICANT NOTIFICATION
Applicant informed of above- Date: t4 Time: ! Cler .
Comments:
SECTION 10 - OFFICE/INSPECTOR'S NOTES
Total Permit Fee: $ o�Y
Less Application Fee: $25.00
Remaining Balance: $ .
i
Other $ Amount $
LX
TOTAL FEE: `�% Gross Area - New Construction total sq. ft.
Gross Area - Alteration total sq. ft.
Permit Issued to: _ ,� % Co"-p"'a— , nnr- r/�
SECTION 11 -ADDITIONAL COMMENTS/SKETCHES
� e yFy la —
.� .a q7 .�
❑ SPECIAL PERMIT (Per 780 CMR 17 1.13)
S25.110 APPi.ICATION FFF. IC NON UF.FtTNnAIt1,F R XON.TRSNCFFia.,Lniw
-
DATE..�VED
DARTMOUTH BUILDING DEPARTMENT
400 Slocum Road, P.O. Box 79399
L§
:Z Dartmouth, MA 02747
MY MAR Z$ P, i 2 7
Phone: 508-910-1820 Fax: 508-910-1838
164 •., M'.�
6
4
www.town.dartmouth.ma.us
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMII_ Y DWELLING
THIS SECTION FOR OFFICIAL USE ONLY
RECEIVED BY: �
--77
BUILDING PERMIT 44UMBER: /J/d5
DATE SENT FOR REVIEW: 3-2 d —06
DATE
ISSUED:
O.K. TO ISSUE - SIGNATURE`S /„N ZJL 4,l1
DATE:
Zoning District: Proposed Use: l ?c Zone: �C ❑ B Li A ❑ V Aquifer ,one: —
THE FOLLOWING AGENCIES SHOULD BE NOTIFIED:
❑ Board of ❑ Board of ❑ Cons. ❑ Demo ❑ DPW
❑ Elec. ❑ Energy Report
Appeals Health Commission Affidavit Card Sent:
Cut Otf Follow-up*
❑ Fire ❑ Gas ❑ Planning ❑ Sewer Card ❑ Water Card
❑ Zoning ❑ Other
Chief Cut Off Board Cut Off Cut Off
*REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERNil T.
DEPARTMENTALAPP/R/OVAL
Zoning Review: Signature: �.uiva 11-r--
Date: 3-9
Energy Report: Signature:
Date:
Fire Chief: Signature:
Date:
Board of Health: Signature:
Conservati ommisysi�o/n: Signature: -
Date:
Date: �?
ther: ��/ Signature:
Date:
Brief scription of wo, being performed:
SECTION 1X/SITE INFO
�1.1 Property Address:
Nearest Cross Street: _ C ER_ 21)
Subdivision Name: `) / L Lo >
Total Land Area Sq. Feet: g9000
.4 Water Supply (MGL c40 s54):
XX7 Municipal ❑ Private Well
1.2 Assessors Yap & Lot Numt;t;�r:
Map Lot -
1.3 Historical District ❑ Yles ❑ No
Has application been submittedi to the Historic Commission?
❑ Yes ❑ No .')ate:
Sewage Disposal System:
Municipal ❑ On S:ita Disposal System
ONSTRUCTION PLANS 0 SITE PLAN ❑ ENE RGY REPORT
DCCIr19ZAl71A1
W
W
W
Z
W
U_
J
U.
0
(.
Q
CU
A
SECTION 2 - PROPERTY OWNERSHIP/A HORIZED AGENT
2 Owner Record:
l o� 1 �)
/'� ILIA k1
Name (print)
Contact Address Phone Number
2.2 Authorized Agent:
Name (p�!�t)
Contact Address Phone Number
SECTION 3 - CONSTRUCTION SERVICES
3.1 Licensed Construction Supervisor:
Not Applicable ❑
Licensed Construction Supervisor:
License Number:
Address:
Expiration Date:
Signature Telephone:
3.2 Registered Home Improvement Contractor:
Not Applicable ❑
Are you a -tome Improvement Contractor subject to (780 CMR-6)? ❑ Yes ❑ No
If No, go to the next section!
Are you claming exemption from the requirements? ❑ Yes ❑ No
If Yes, submit the required affidavit!
Company Name:
Registration Number (if none, state "none"):
Address.
Signature Telephone:
Expiration Date:
3.3 For Fesidential Remodel Work Only
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND:
QUESTIC'AS OR COMPLAINTS call or write:
Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-8598
❑ 1 am a Homeowner performing all the work myself.
Owners \ ame (print): .
SignatureA44
By signing the above, the homeowner acknowledges that there will be no eligibility 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 individual
shall be enc.aged 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
Su rvisors.
xception 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
ngages 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 Homeo r.
If you are applying under this sect' sign be
Signature
Your signature d6irries certain responsibilities, including but not necessarily limited to, general liability
u
NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licei,i;led Construction
Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R, 2.15)
SECTION 4 - WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL c 152 § 25)
Worker's 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 ❑ Nc•
SECTION 5 - DESCRIPTION OF PROPOSED WORK (Check all applicable)
❑ Deck ❑ Pool ❑ Repairs Zteration ❑ Chimney/Fireplace ❑ WoodstoveiFiellet Stove
❑ New Construction* ❑ Accessory Bldg. ❑ Roofing/Siding ❑ Other
(Energy report required) (Shed/Garage) (Specify belcwi)
❑ Addition ❑ Replacement window/door ❑ Demolition
(Energy report required) No. of windows _ Doors _ (Specify belt m)
*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
❑ Air conditioning - (separate unit)
❑ None of the above to be provided
❑ Hot Water: Gas Electric Fuel Oil Other
Pl4scription of proposed work:
ZLE CC) nV Fj
, 3�
1-Gti/ %TL)A)a ,-� l r
SECTION 6 - ESTIMATED CONSTRUCTION COST -_
Item
Estimated Cost ($) to be completed by permit applicari
1. Building
2. Electrical
3. Plumbing
Alovv=
4. Mechanical (HVAC);
5. Total=(1+2+3+4)
ECTION TfiX OWNER AUTHORIZATION
(to be completed when ner's agent or contractor applies for building permit)
(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
SECTION 7B - OWNER/AUTHORIZED AGENT DECLARATION
as Owner/Authorized Agent hereby declare that the statements and ritormation
on the foregoing application are true and accurate, to the best of my knowledge and belief.
Signed under a sand
�penaltie�sofrjury.
Signature of Owner/Authorized Agent Date