BP-75114RESIDENTIAL ❑ Phased Approval (R106.3.3)
$25.00 APPLICATION FEE IS NON BE -FUNDABLE & NON -TRANSFERABLE
.ouTy.^ DATE RECEIVED
DARTMOUTH BUILDING DEPARTMENT
fO 400 Slocum Road
f� n!
io x'•
Dartmouth, MA 02747
Phone: 508-910-1820 Fax: 508-910-1838
1664 '
www.town.dartmouth.ma.us
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
Rbard of Health:
/Conservation Commission:
U.P.W.:
Fire Chief:
Signature:
Signature: _
Date:
Date:
Signature: Date:
Signature: 7 y
RA.2Pz �� Date: OCT 16 2014-
Other. Signature:
Brief description of work Oerng performed:
1.1 Property Addre � �� _K ► ,, . N
Contact Person: I 0\L1l D 19
Phone Number: .50'3-2j
1.4 Water Supply (MGL c40 s54): 1.5 Sewage Disposal System:
❑ Municipal ❑ Municipal
IV Private WellOn Site Disposal System
Date:
1.2 Assessors Map & Lot Number:
Map Lot _�-77
1.3 Historical District ❑ Yes ❑Jo
Year Built r),01 / \
❑ Altering more than 25% per side of building
Has application been submitted to the Historic Commission?
❑ Yes 9No Date:
Revised 5113
CONSTRUCTION PLANS ice,! SITE PLAN 13 ENERGY REPORT
KWULNUAL
- _ SEC7'It�N 2=PRir31?E1�TYQVIINERSFIIPfAUTF1C3RfZEb
A�EKIT
2.1 Owner Record:
Name (print)
Contact Address Phone Number
2.2 Authorized Zrit.
PW NPPO
16 % MP5T
NA 0?\?Vb
Name (print)
Contact Address Phone Number
=' _ SEGI ION 3 =CONSTRUCTION
SERYICfS
3.1 Licensed Construction Supervisor/Specialty License:
License Number: V�3�
Company Name/Contractor Name:
Address: 5MEFExpiration Qate,
Signature: '` Telephone: 37T-32002,
3.2 Homeowner Exemption - One & Two Family Only Section 110.R5.1.3.1 Exception:
FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT
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 applyingyander this sectiol sign below:
\\ AN
Signature: Oa
SECTION 4 WCRECICR` GOMi}iIPfSATtN iNSftA1+iGEAFF1[AViT
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 ❑ No
SG tciN 5-_;bESCRtP2l01E P120�+DSEQ aIVORK �Gbeck ali applicable} .. .... _,
Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove
(New Construction* ❑ Accessory Bldg. ❑ Addition ❑ Roofing/Siding ❑ Replacement window/door
��((Energy report required) (Shed/Garage) (Energy report required) No. of windows Doors
❑ DEMOLITION (specify):
Location of debris removal (per MGL C.40 Sec 54): KDumpster on site ❑ Dumpster On Street
Facility Name: ��U��, L�j�VI �� Location:
*If new construction, please complete the following:
Single Family: No. of Bedrooms q No. of Baths 3.
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, dectri i other (specify):
lec
Boiler (heating) uel as �3ral or propane), fuel oil, etricity, other (specify):
�C 1VAC (combined unit) - primary fuel, natural gas, pane; electricity, other (specify):
❑ Air conditioning - (separate unit)
❑ None of the above to be provided
illHot Water: Gas Electric Fuel Oil Other
0"
10"
24"
48"
120'
JUIL UM I /1
TP-201 B TP-202B
" 5
A SANDY
LOAM
1OYR3/3
B SANDY
LOAM
1OYR5/6
Cl SANDY
LOAM
2.5Y6/3
C2
SANDY
LOAM
2.5Y6/4
33.5 0 A SANDY 33.
LOAM
10YR3/3
32.7 lossB 32.7
SANDY
LOAM
1 OYR5/6
31.5 36" Cl 30.5
12" MIN. EARTH
BACKFILL
2" DEPTH OF 1 /8" 1/2- WASHED PEASTONE
10" DEPTH OF 3/4" TO
1-1/2- DOUBLE WASHED
CRUSHED STONE
SANDY 3, 6' 66' 3'
LOAM
29.5
2.5Y6/4
TYPICAL OF ALL
TYPICAL FIELD. CROSS- SECTION
23.5 130" 122.7
MOTTLES ® 30"
MOTTLES ® 28"
NOT
TO SCALE
ELEV=31.0
ELEV=31.2
PERC @ 50"
RATE: 1" IN 6 MIN
PERC 0 48"
RATE: 1" IN 9 MIN
DATE:
10-16-2004
o .._.-
PERFORMED BY:
ROBERT S. REGO
WITNESSED BY:
CHRIS MICHAUD
p-2
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EASE- C-5 D-48 _......
G' 5,414 S.F.
S
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-S.F..-..n_
�9
sr / D-47
....,..-
A smr
18.5"
_....
30
®
_-. 3 2 _..
D-46
j R=70.00' r
I
TOP VIEW
PROPOSED
- JI
3, 5" DIA .INLETS♦
ENC
y",SILT FE
ON � 35;_.�.__. , -� ��%" � �
D I S TR I B U TI BOX .� o of ;
/ - - �� ¢, VENT 1
NOT TO SCALE
2 6 INSPECTION
T
PORT f` '
•0
38.Z,a
e
5' LIMIT,:.OF
10'-6" 3 EXCAVATION f
N /Z
r f •.
_ ..........__. L=58.74' _ _..;_..
J
R=100.00' N 30. , F,QV�C
o
_. s229 8i L'�21.44' r j
23� ,
3.5"dia
R O fl
,r =2 0
knockouts
inlet / D
outlet 3�..... srr ,'
0-
PLAN VIEW �I��. D-33Z
_ i
LEGEND
100
EXISTING CONTOUR
PROPOSED CONTOUR
PIPE INVERT ELEVATION
TEST PIT
SEPTIC TANK
DISTRIBUTION BOX
W
PROPOSED 'WATER SERVICE LINE
1
OBSERVED GROUNDWATER
TABLE ELEVATION
RESERVE AREA
LOCUS MAP
FOR BUILDING DEPARTMENT USE
FOR PERMIT
NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PROPOSED
S.A.S. ARE SHOWN.
2.) TH LOT IS LOCATED IN A SINGLE RESIDENCE
B `iSR-B) ZONING DISTRICT.
3.) THIS LOT IS LOCATED IN A FIRM ZONE "C".
4.) PERCENT LOT COVERAGE: 11.3%
5.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE.
6.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE.
L-4" ` F 7.) LOT SHOWN IS LOT 5 ON PLAN PREPARED FOR LEDGEMONT
T D-34 BENCHMARK- DEVELOMENT, LLC. BY PRIME ENGINEERING, DATED 10 05/05
'': AND RECORDED IN PLAN BOOK 157 PAGE 27 OF THE BRISTOL
SCALE: 1"=30' DRAIN MANHOLE COUNTY REGISTRY OF DEEDS IN NEW BEDFORD.
ELEV.=31.13 8.) LIMIT OF B.V.W. TAKEN FROM PLAN PREPARED FOR LEDGEMONT
FINISH GRADE DEVELOMENT LLC BY PRIME ENGINEERING DATED 10 05 05
ELEV. = 39.0
4'-6" TOP OF RAISE COVERS TO GRADE RAISE D-BOX COVER TO WITHIN
DWELLING COVERS TO BE WATERTIGHT " MAGNETIC TAPE TO BE PLACED OVER
FOUNDATION AND SECUREABLE 6 OF FINAL GRADE ALL SEPTIC COMPONENTS
ELEV.= 40.5
1
DESIGN DATA
DESIGN PERC RATE: 1" IN 10 MIN
DESIGN FLOW: 4 BEDROOMS X 110 GPD/BDM = 440 GPD REQUIRED
SYSTEM DESIGN: USE 31' X 24' LEACHING BED
BOTTOM: 31' LONG'X 24' WIDE X 0.60 G/SF = 446.4 GPD PROVIDED
RESERVE AREA:
18' WIDE x 41' LONG x 0.6 GPD/SF = 442.8 GPD PROVIDED
ZONING REQUIREMENTS (MINIMUM)_
S) ALL LLLVA I IUN5 AHL bASLU UN M5L LLLVA I IUN UA I UM.
. * 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION OF THE
5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT
• PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH.
6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY
APPLICABLE LOCAL REGULATIONS.
7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO & SONS
OR APPROVED EQUAL.
8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS
OR ASPHALT CEMENT.
10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN
GRAVEL AND COARSE SAND.
11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT.
AND RECORDED IN PLAN BOOK 157 PAGE'27 OF THE BRISTOL
COUNTY REGISTRY OF DEEDS IN NEW BEDFORD.
FINISH GRADE EL.= 37.2 MIN.
39.2 MAX.
r .. •,
3
LENGTH=10'
•...
+" SCH40 PVC
4" PVC SDR35
5'
5
CROSS SECTION VIEW
f;:.
0 2.0% SLOPE
35't ® 1.0% SLOPE
'A;%
1500 GALLON
t .,
SEPTIC
TANK
36.87
.,
REINFORCED 'CONCRETE
TANK
;; 36.07
'
35.90
_
v
0 31' ® 0.5% SLOPE
4"
`
35.7
_
SEPTIC
:.y.:. y
35.86
SCH40 PVC PERFORATED PIPE
v
AB
SLAB
36.67
DISTRIBUTION •:
- o ; v 3/4"-1 1 /2" WASHED
V V
NOT TO SCALE
N
EL 33.0
36.42 BOX
o STONE
35.2
LEVEL STABLE BASE
6" OF 3/4"-1 1/2" CRUSHED STONE
SEE NOTE #10 ELEV=45.0
LIMIT OF EXCAVATIO
SYSTEM PROFILE
SEASONAL HIGH GROUNDWATER ELEV.= 31.2
FOR
PERMIT
BOARD OF HEALTH STAMPS
BOARD OF HEALTH STAMPS
P.E,,STAMP WBSURFACE SEWAGE DISPOSAL SYSTEM
OWNER: VERMETTE REAL ESTATE & DEVELOPMENT
j v x4L LOT 5, LEDGEMONT LANE
DARTMOUTH, MA
7
. �4,
n
ENGINEERING FIRM:
P.L.S. STAMP 449 Founce Corner Road
SITEC, Dartmouth, MA 02747
Inc • (508) 998-2125
ne
Civil and Environmental Engineering FAX (508) 998-7554
Land Use Planning
DATE: 5-6-14 REVISED: 6-11-14
CONTACT PERSON: DAN GIOIOSA
ACAD NO. FILE N0.
DAR 13-5615 SSDS.DWG
lrj�j�-
FRONT ELEVATION
FCONSTRUCTION SHALL STRICTLY COMPLY WITH THE'TH ADDITION OF 7B0
MSACHUSETTS STATEBUILDEFOEAND TWO FAMILYLLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS.
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DATE 6-8-14
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LEFTSIDE LE " AT I O ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE BTH ADDITION OF 780
CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY
DWELLINGS, AND ANV LOCAL, STATE OR FEDERAL REGULATIONS.
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DATE
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REAR ELEVATION
ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE BTH ADDITION OF 780
CUR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY
DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS.
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DATE 6-8-14
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ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE BTH ADDITION OF 780
CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY
DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS.
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DATE 6-8-14
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ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE 8TH ADDITION OF 780 5 of 8
CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY
DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS.
WHEN THIS
EDGE RESTS
ON FRAMING
USE 8D NAILS
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DETAIL
PANEL NAILING PATTERN - TYPICAL
NOT TO SCALE
2 ROWS 8d COMMON
AT 4" o.c. ON TOP
SHEET
of00
2 ROWS 8d COMMON /
AT 4" o.c. ON TOP
SHEET
P.T. 2 X 8 JOISTS AT 16" o.c. W/
GALV. JOIST HANGERS AT EACH
END, DECKING TO BE DETERMINED
2 X 6 STUD WALL
WOOD STRUCTURAL
PANEL
SOLE PLATE
APA-RATED OSB OR
PLYWOOD RIM BOARD
DBL TOP PLATE
WOOD STRUCTURAL
PANEL
2 X 6 STUD WALL
10" DIA. CONCRETE
PIER WITH FLARED
BASE MIN. 4'-0" BELOW
FINISHED GRADE
RIM JOIST DETAIL: OSB & PLYWOOD
2
14'-0"
CONT. RIDGE VENT
12
7
OOF TRUSSES AT 24" O.C. WITH 5/ 8"
SHTG., "H" CLIPS, 15# FELT PAPER AND
ROOF SHINGLES TO MATCH HOUSE, SEE
MANUFACTURERS DRAWINGS
R-38 INSUL. AT CEILING
2 X 6 STUDS AT 16" O.C.
WITH 1 / 2" ZIP SHTG. AND
ZIP TAPE, SIDING TO BE
DETERMINED BY OWNER,
STAIR WALL ONLY
3 / 4" T & G SUBFLOOR
2X10JOISTSAT I6"0 -�-
R-30 INSULATION BETWEEN
JOISTS
3 1/2" DIA. L.C. ON 30" X
30" X 10" CONCRETE
FOOTING (TYP)
FURRING AT 16" O.C.
VERIFY ROOF PITCHES WITH
OWNER BEFORE ORDERING
TRUSSES OVER ENTRY SHOWN AS
10 / 12 PITCH, TO BE VERIFIED
SIMPSON H2.5 TIE -DOWNS AT ALL
RAFTER TO WALL CONNECTIONS
CONT. SOFFIT VENT
2 X 6 STUDS AT 12" O.C.
WITH 1 / 2" ZIP SHTG. AND
3: 2 x 12 ZIP TAPE, SIDING TO BE
STRINGERS DETERMINED BY OWNER,
STAIR WALL ONLY
R-19 INSULATION
BETWEEN STUDS
LO
n 10"
3/4"T&G DBL P.T. 2 X 6 SILL
SUBFLOOR WITH SILL SEALER
�-2 X 10 JOISTS AT 16" O.C.
3: 2 X 12 BEAM ON EXTERIOR FACE OF
... .. ........ »...... CONCRETE BELOW
"' .'. GRADE TO BE COATED
4" CONCRETE SLAB OVER 8" u FOOTING TO BE MIN. 4'-0"
CRUSHED STONE'AND 6 MIL. BELOW FINISH GRADE
POLY V.B.
HOUSE SECTION
ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE BTH ADDITION OF 780
CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY
DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS.
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DATE 6-8-14
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8d @ 6"-12" o.c.
2 ROWS 8d @ 4" o.c. IN
EACH WOOD PANEL `\
2X6OR2X4
STUD WALL
WOOD STRUCTURAL
PANEL, UPPER
2 X 6 BLOCKING
WOOD STRUCTURAL
PANEL, LOWER
WOOD PANEL SPLICE DETAIL
2 ROWS OF 8d @ 4"o.c., STAGGERED DBL TOP PLATE
TONE ROW IN EACH PLATE
HEATHING
TUDS AT 16" o.c
d's AT 6" D.0 . AT EDGE
IF PANELS, STAGGERED
d's AT 12" o.c., FIELD
ROWS OF 8d @ 4"o.c.,
TAGGERED
X 6 BLOCKING
I ROWS OF 8d @ 4"o.c.
>TAGGERED
)BL P.T. SILL
'OUNDATION
TALL WALL SHEATHING DETAIL
12
10�
1
ROOF TRUSSES AT 24" O.C. WITH 5/ 8"
SHTG., "H" CLIPS, 15# FELT PAPER AND
ROOF SHINGLES TO MATCH HOUSE, SEE
MANUFACTURERS DRAWINGS
GARAGE WALLS AND
CEILING TO BE COVERED
WITH 1 HOUR FIRE RATED
GYP.BOARD
5" CONCRETE SLAB WITH W.W.M.
OPTIONAL OVER 8" CRUSHED STONE
AND 6 MIL. POLY V.B.
DBL TOP PLATE
___1 1 FOUNDATION
TWO-STORY BRACED WALL SHEATHING DETAIL
staggered nail
pattern 7
o ° o ° o °
paneledge
WIDE DORMER WITH MULLION
4" WINDOW, ROOF PITCH AT 10 / 12
SIMPSON H2.5 TIE -DOWNS AT ALL
—� RAFTER TO WALL CONNECTIONS
CONT. SOFFIT VENT
2 X 4 STUDS AT 12" O.C.
WITH 1 / 2" ZIP SHTG. AND
ZIP TAPE, SIDING TO BE
DETERMINED BY OWNER,
STAIR WALL ONLY
FOOTING TO BE MIN. 4'-0"
BELOW FINISH GRADE
0 3/8"
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1 ° 15 : 3/�"
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I edge intermediate 1
13" min.
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panel
"min.
nail edge spacing detail
Panel Nailing Pattern - Typical
Not to scale
ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE IT" ADDITION OF 111
CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY
DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS.
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DATE 6-8-14
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STAIRS PER GRADE
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DAM 6-8-14
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