BP-53336t
❑ SPECIAL PERMIT
(Per 780 CMR 111.13)
d.. :-SECTION 8 -'INSPECTOR'S REVIEWlCOMMENTS .... -.: :; ....
-�_ `_ �
$25.00 PLICATION FEE IS N
N IRE -FUNDABLE & NON-TIRANSFEIRABLF,'
1. Date plan reviewed: !
DATE RECEIIVED .
2. DENIED (see project review worksheet):�ou
H._
,.P ,. : ARTMOUTH BUILDING DEPARTMENT
'ECCI
Date:
, .9
�t 400 Slocum Road, P.O. Box
79399
''t t _ :?
3. HOLD
o x
Dartmouth, MA 02
47
Reason: %2�..� Date:
4. HOLD subject to Zoning Board of Appeals action: Date:
.�o .. y :
,` -� 1fi64Phone: 508-910-1820 fax:08-910-1838 .�
� �
_I�.� _� � r� ��
www.town.dartmouth.rna.us
Comments:
APPLICATION TO CONSTRUCT, REPAIR, REN
VATE OR DEMOLISH A ONE OR TWO FAMILY DWE:LLING
FOR OFFICIAL: USE ONLYny
f<;r, HIS SEC TIO
BUILDING PERMIT,NUMBERg.
RECEIVED BY,��
�'
Inspector's Signature: 64
Applicant informed of bove: Date: _
Comments:
Time
Date:
O
Zoning Review: Signature:
Energy Report: Signature:
Fire Chief: Signature:
Board of Health: Signature:
I
Conservation Commission: Signature:
Other: Signature:
Brief description of work being performed•
SECTIC
Property Address: / iL 000cL-
Nearest Cross Street:
Subdivision Name:
Total Land Area SG. Feet:
1.4 W�atSupply (MGL 640 s54):
unicipal ❑Private Well
Q CONSTRUCTION PLANS
Date:
Date:
Date:
Date:
Date:
Date:
—
1,2 Assessors Map & Lot Number:
Map3-3 Lot a2 3 - I
1.3 Historical District ❑ Yes 0-60
Has application been submitted to the Hlistoric Commission?
❑ Yes ❑ No Date:
1.5 Sewage Disposal System-
❑ Municipal n Site Disposal System
SITE PLAN El ENERGY' REPORT
RE DENTIAL
`SECTION 2 PROPERTY OWNERSHIP/AUTHORIZEDAGENT 1...
2 1 Owner Record: �l( jb-a.��'d
Name (print) Contact Address Phone Number
2.2 Authorized Agent:
Name (print) _ Contact Address Phone Number
SECTION 3 CONSTRUCTION SERVICES,
3.1 Licensed Construction Supervisor. Not Applicable ❑
Incensed Construction Supervisor: License Number -
Address: Expiration Date:
W Signature: Telephone:
Z 3.2 Registered Home Improvement Contractor: Not Applicable ❑
W
V Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ Yes ❑ No
..I If No, go to the next section!
LL. Are yo'a claming exemption from the requirements? ❑ Yes ❑ No
If Yes, submit the required affidavit!
>- Cor pany Name: Registration Number (if none, state "none"):
7.. Address:
Si nature:
9 Telephone: Expiration Date:
3.3 For Residential Remodel Work Only
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND:
QUESTIONS OR COMPLAINTS call or write:
Zaam
e Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-8598
Homeowner performing all the work myself.
Owners Name (print):
Signature:
By signing tV 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
16.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual
shag 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 below:
Signature:
Your s�re Carrie rtain resporsibi Iles, including but not necessarily limited to, general liability
NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section tthat any licensed Constructior
Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15)
SECTION 4 -.WORKER'S domPENSATION INSURANCE -AFFIDAVIT MGL c 152 f
Worker's Compensation Insurance Affidavit must bE completed and submitted with this application. Failure too provide this
affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: 01 Yes ❑ No
R•: SECTION 5, OEPROPOSED'.1NORK (Check atl :applicable)
❑Deck ❑ Pool ❑Repairs ❑ Alteration 0 Chimney/Fireplace 0 Woodstove/Pellet Stove
❑ New Construction' eAccesso Bldg. ❑ Roofing/Siding ❑ Other
(Energy report required) (Shed/Ga age) (Specify below)
❑ Addition 0 Replacen ent window/door 0 Demolition
(Energy report required) No. of windows _ Doors _ (Specify 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, ctricity, 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
Description of, proposed work: AN .`3�
SECTION.6. `ESTIMATEDbokSTRUCTtON,COST
Item Estimated Cost ($) to be completed by permit applicant
1. Building
2. Electrical G
3. Plumbing
4. Mechanical (HVAC)
5. Total =(1+2+3+4) v2 "
r SECTION 7A OWNER AUTHORIZATION T
x
.ftobe Com"p•Fetedw`PI_efbrtdin
g Permitt) hen b ners",gent.or contactor o,
(Please Print)
I, , so n of a subject property hereby authorize
to act on my behalf, in all matters relative to work aut iz d y ilding permit application.
Signature of Owner Date
,SECTION 713 - OWNER/AUTHORIZED AGENT DECLARATION `g , '•T..• ;
,F s Owner/Authorized Agent hereby declare that the staterments and information
on the foregoing application are rue and accurate, to the best of my knowledge and belief.
Si ned under the pains and penalties of pe ' ry.
7, _z
1A,
ature of ner/ horized Agent
LOT2
SHED \1:
NOTES:
EXISTING LOT COVERAGE 6%
PROPOSED LOT COVERAGE 8%
N SUBDIVISION
LOT3
14.5ft PROPOSED 28X38 MAP
LOCUS
GARAGE NOT TO SCALE
POOL
t AREA
1 ,
11.5ft f
LOT4
} BIT.
CONC. �
DONE DECK
X FILE Co�,--)y
RAISED RANCH 1{ 2r�+ . i` `.
114.4ft jws
NEIRA
f 23716 ,
4,
1
ASSESSORS
t MAP 33 LOT 23`-
1.44 ACRES WOODCOCK ROW
ev 0. BUILDING PERMIT PLAN
N -74*l ,34* W PREPARED FOR
100.00,
RI HARD J. MEDEIROS, JR.
18 WOODCOCK ROAD
-WOODCOCK ROAD' N RTH DARTMOUTH, MA.
KENNETH R. FERREIRA ENGINEERING, INC. DATE: 06-02-08 DESIGNI?'D BY.•
0' 30' 60' 90, SUITE 2S, 46 FOSTER STREET SCALE 1" = 30' CHECKErD BY.•
NEW BEDFORD, MA 02740
DRAWN BY: MVP SE 301f28.1
P
2 ROWS OF
3 STORUTECH
310 UNITS
TO BE INSTALLED 18*
BELOW FINISH GRADE
10'(MIN.) � I
SUBDIVISION
LOT
(MIN.)
10'(MIN.)
14.5ft
PROPOSED
261 X 38
GARAGE
PROPOSED
CLEMOUTS
11.5ft
LOT2
BIT
CONC.
DRIVE
11 4.4ft
4 - SCH 40 PVC(TYP.)
SL = 0.01(MIN.)
POOL
AREA
VL_%�
701, WIN! 20 mm i o: it
i:>
LOCUS MAP
NOT TO SCALE
TO' C"I r-1 OF D A
RECORD F
A COPY Cf This Endorsed
Plan Must Be Kept On �iLe
During Constry tion
Date
ASSESSORS
4SSE R
SSO S
MAP33LOT23
C S --FILE COPY
1.44 AREWOODCOCK ROAD
BUILDING PERMIT PLAN
54*17'34W "
100.00, PREPARED FOR
RICHARD J. MEDEIROS, JR.
�18 WOODCOCK ROAD
WOODCOCK ROAD NORTH DARTMOUTH, MA.
I
KENNETH R. FERREIRA GINEERING, INC. DATE. 06_o2_o8 CHECKED &3Y., KRF
ol
30' 60, 90, SUITE2S, 46FOSTtRSTREET . ...... NEW BEDFORD, Al 02740 SCALE 1"= 30' JOB No: 30128.1
DRAWN BY.• MVP Sheet 1 Of 2
LOT4
�DECK
KE # 18 5
RAISED RANCH A 6
r.!o .2� 7
'14
sr
r
4" SCH 40 PIPE FOR
IT OR INSPECTION PORT
34
AP NEXT CHAMBER HERE
SMALL CORRUGATION) 6.5" 12 PL
REST 14 PL
ALLEY 13 PL
START END
BUILD ROW IN
THIS DIRECTION
STUBS AT TOP OF END CAP
FOR PARTS NUMBERS ENDING
WITH "T"
FB—
A� A�
B
I L
D
STUBS AT BOTTOM OF END CAP
FOR PARTS NUMBERS ENDING
WITH "B"
PART #
CHAMBER
PIPE SIZE
A
B
C
D
SC310EPE06T
SC 310
6 In
9.60 in
3.85 in
5.80 in
(150 mm)
(244 mm)
(98 mm)
(147 mm)
NIA
SC310EPE06B
SC 310
in
.6 'm
3.85 in
0.50 in
(156
(2 m
(98 mm)
NIA
(13 mm)
SC310EPE12B
SC 310
12 In
13.50 in
7.70 in
0.90 in
(300 mm)
243 mm)
(196 mm)
NIA
(23 mm)
NOTE: ALL DIMENSIONS ARE NOMINAL
ALL STUBS, EXCEPT FOR THE
SC310EPE12B ARE PLACED AT
BOTTOM OF END CAP SUCH THAT
THE OUTSIDE DIAMETER OF THE
STUB IS FLUSH WITH THE BOTTOM
OF THE END CAP. FOR
ADDITIONAL INFORMATION
CONTACT STORMTECH AT
1-888-892-2694.
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) 34.0" x 16.0" x 85.4"
CHAMBER STORAGE 14.7 CUBIC FEET
MINIMUM INSTALLED STORAGE 31.0 CUBIC FEET
WEIGHT 35 LBS.
STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER
THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT
THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND APPLICABILITY OF
THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. IT
IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER
SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS.
STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECHIS
MINIMUM REQUIREMENTS. STORMTECH LLC DOES NOT APPROVE PLANS, SIZING, OR SYSTEM
DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS.
NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
CCORDANCE WITH STORMTECH DESIGN MANUAL
20 Beaver Road, Suite 104
Wethersfield, 9
stonmlmvPh one:
2-2694
Fax: 866-328-8401
www.stormtech.com
Subsurface Stormwater Management -
j1` FOR THE SC310EPE12B THE 12"
STUB LIES BELOW THE BOTTOM OF
THE END CAP APPROXIMATELY
0.25". BACKFILL MATERIAL SHOULD
BE REMOVED FROM BELOW THE
N-12 STUB SO THAT THE FITTING
SETS LEVEL.
W19
GUTTER
DOWNSPOUT
ROOFSTORMWA TER SVSTEU
CROSS SECTIONAL VIEW
(NOT ro sc4L-)
p„ I mod. •.a •:d Q:.a • ' a • At.
d • .p a
4 p.
p
p -
E d d "
j p. USHED STONE p O q7
S�PLASHPAO d' p /NF{�TRATOR CHAMBERS d
d d d
d. •4 . a
A.
DOWNSPOUT DRAINAGE DESIGN:
ASSUME 1 " OF RAINFALL ON THE ENTIRE ROOF ARE74.
ROOFAREA = 28'x 38' = 1,064 Sq.Ft.
USE THE HIGH CAPACITY STORMTECH CHAMBER
C310EPE06T AS DETAILED.
064 Sq.Ft. x 1712 inches per foot = 88.6 Cu.Ft.
88.6 Cu. Ft. / 14.7Cu.Ft./chamber= 5.3 Chamber
Therefore: 6 chamber units required (2 Trenches)
owever if contractor finds location and piping to be unfeasible
CV11
n alternate configuration maybe used, with a minimum of-1
FILE nit, per downspout leader if seperated.
11 Gutters and downspouts to be equipped with Leaf Screens.
All piping and fittings used to connect to the downspouts arre to
&e 4" SCH 40.
KENNETH R. FERREIRA, R.L.S., P.E. DATE
downspouts and recharge system to be inspected and
twice a year (June and December).
RICH RD J. MEDEIROS
18 WOODCOCK ROAD
ASSE SORS MAP 33, LOT 23
NORTH DARTMOUTH, MA
KENNETH R. FERREIRA ENGIN EERING, INC. DATE: 6/09/2008 CHECKED BY: IKRF
SUITE 2S, 46 FOSTERS REET
NEW BEDFORD, MASSACHUS TTS 02740 SCALE: NTS JOB No: SE 301128.1
TEL: (508) 992-0020 - FAX: (508) -3374 Sheet 2 of 2!DRAWN BY: KJS
GARAGE FLOOR PLAN
L ��4•al'-�0 Z" 4" e
UPPER ROOM FLOOR PLAN
THESE DRAWINGS HAVE BEEN DESIGNED ACCORDING TO
THE MASSACHUSETTS BUILDING CODE 7TH EDITION.
RECOM FLAB
A Copy Of This Endorsed
Plan must Be Kept On Site .
D ring Construction
rate / d
FILE CO P'tY
MEDEIROS RESIDENCE
18 WOODCOCK RD
DARTMOUTH, MA.
FOUNDATION PMN
FOR CONSTRUMON
DATE
I il-OCTOBEtR-07
SCALE
1 /4"=1'-0'
A-101
- TAMPSON HURRICANE TIES
EACH RAFTER. BOTH SIDES.
A
I 1 3/4
A
9 7/8 Lk
I SKYLIGHT
L____J
'�
I sKYLK3RT I
B
e
I SKYLIGHT
A-104
A-304
\-(3) 1 3/4 x 9 7/8 LVL
ROOF FRAMING PLAN
,�,•�,•-0• 0 2• 4- B'
__ ------- -------- __-_____�
__ _--_ -_---____-_ __ ___--
I
I 1
I T
I 1
I I
I
I I
PITCH U-M MPL 1/e PER FOOT
0 0
I
I
I
I I
I I
- I I
1
1
I
I
1
1
I FROST WALL TO ETEN I
I
i
I
I
I
•; I {-0• BELOW GRADE. MIN. I
... I I
I
- I
I
I I
'' i 4• COIL SLAP 4000 ti WW W/ L4x1.1 tV
I ON B ML Par rIP'S eAc-.C,
I
I
t I I
FRosT wAu To EXTEN
4•-0' BELOW GRADE. MIN. 1
s
I I
11
I
I h
o
WALL M EXTE1D
I
BELOW GRADE YIN.
"L---------- ---------------------- J-1
I
4'-8�•
15-8
Y.O
2!'-0'
FOUNDATION PLAN
z hctti- L S%c,- e,o cx. t4-L&-r
-- ,� (T o c, c, .,,f S
�- 6 r�
RI i8 REBAR TOP
AND BOTTOM
r CONK. WALL
3= PSI MIN.
4' CONK. BLAB 4000 PSI MIN
ON B Ml POLY VAPOR BARRIER
S COMPACTED GRAVEL
1? SEALANT
Peg ®zr oc -
2M KEYWAY -
:E
2d P.T. PLATE
BIS x 12 ANCHOR BOLTS
a4 O-C. TYP.
04'S®4S O.C.
MEDEIROS RESIDENCE
18 WOODCOCK 8:1)
DARTMOUTH, MjA
FOUNDATION
AND FRAMING RJLANS
FOR CONSTRUCTION
DATE
11-OCTOMER-07
SCALE
I 1 /4"=l'-M"
A-1
02
RAKE
TRIM BAND
•i
aCORNERS
CASING
MNYL IMPRE
SHINGLES
tb'-0- . B•-0•
GARAGE DOOR
FRONT ELEVATION
REAR ELEVATION
1 /a•_i•_D• D T •• a'
on
IARD
SIGNS
LEFT SIDE ELEVATION
0 2• s8•
-RIDGE VENT
RIGHT SIDE ELEVATION
i/4"�1'-0• 0 2' a' e'
MEDEIROS RESIDENCE
18 WOODCOCK RD
DARTMOUTH, MA
EXTERIOR ELEVATIONS
FOR CONSTRUCTION
DATE
I il-OCTOBER-07
SCALE
1 /4"=1'-0"
A-1
03
30 YEAR ASPHALT SHIN
R-33 BATT INSUU
W/ 2' BA
6/6' PLYWOOD SHUT
PRE-ENGINEERED TRUSSES O 10'
W/ SIMPSON M
18/ ROOFING
1.8 ND F/
Or VINYL SOFFIT
INSECT SC
1/2' GYP
r r
2x6 WD STUDS O 16'
1/2' PLYWOOD SHEAT
y. 2.6 ND P
2x6 P.T. WD SILL P
8' CONC. FOUNOADON I
BUILDING SECTION AA
0 2' 4' 6'
30 NEAR ASPHALT SHI4CES!AW
R-33 BATT INSULATION
. W/ 2' BAFFLEP.
5/8' PLYWOOD SHEATHINGND
BD. OVER
LATHING
PRE-ENGINEERED TRUSSES O 16' O.C.
15/ ROOFING FELT
PLYWOOD
ix6 IND FASCIA3C
r VINYL SOFFIT W/ENdNEEREDINSECT
SCREE)1OR
TRUSSES
1/2' GYP. BD.
YP. BD. OVER
TYPAR
IND LATHING
2.6 WD STUDS O 16' O.C.
1/2' PLYWOOD SHEATHING
2x6 WD PLATE
2.6 P.T. WO SILL PLATE
Y CONIC. FCUNDATION WALL
8' COMPACTED GRAVEL
BUILDING SECTION BB
0 2' 4' e'
MEDEIROS RESIDENCE
18 WOODCOCK RD)
DARTMOUTH, MA
BUILDING SECTIOMS
FOR CONSTRUCTIM
DATE 11-OCTOBER-•=07
SCALE 1 /4'=1'-0"
A-1 04
��1o3
4" SCH 40 PIPE FOR
T OR INSPECTION PORT
16
90.7" ACTUAL LENGTH STUBS AT TOP OF END CAP
FOR PARTS NUMBERS ENDING
WITH "T" -
PART # CHAMBER PIPE SIZE
SC310EPE06T SC 310 6 in
(150 mm)
—85.4" INSTALLED SC310EPE06B SC 310 6 in
(150 mm)
it SC310EPE12B SC 310 12 m
OVERLAP NEXT CHAMBER HERE (3OO mm)
(OVER SMALL CORRUGATION) � 6.5" 12 PL
REST 14PL 8 NOTE: ALL DIMENSIONS ARE NOMINAL
ALLEY 13 PL
.ALL STUBS, EXCEPT FOR THE
SC310EPE12B ARE PLACED AT
a BOTTOM OF END CAP SUCH THAT
THE OUTSIDE DIAMETER OF THE
`START END STUB IS FLUSH WITH THE BOTTOM
BUILD Row IN OF THE END CAP. FOR
THIS DIRECTION ADDITIONAL INFORMATION
CONTACT STORMTECH AT
1-888-892 2694.
-
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) 34.0" x 16.0".x 85.4" "
CHAMBER STORAGE 14.7 CUBIC FEET
MINIMUM INSTALLED STORAGE 31.0 CUBIC FEET
WEIGHT 35 LBS.
STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER
3
THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT
THAT WILL HA.IVDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FITAND APPLICABILITY OF
THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED —IT -
IS THE ULTIMATE RESPONS/BILITYOF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER
SYSTEM DESIGN IS IN FULL,COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. _ t
STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECH'S
aa�
MINIMUM REO UIREMENTS. STORMTECH LLC DOES NOT APPROVE PLANS, SIZING, OR SYSTEM . - �s-�
DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. ' =i
NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
CCORDANCE WITH STORMTECH DESIGN MANUAL
20 Beaver Road, Suite 104 -
ftz.w.. .4 Wethersfield, CT06109
Phone: 888-892-2694
nTekft 866-328-8401 - - -
0—fi ,.a"re"noe-R-.,.e www.stormtech.com
lbsurface Stom water Management -
A
i0 in
D
STUBS AT BOTTOM OF END CAP
o
FOR PAR1S NUMBERS ENDING A,
2
WITH "Fs" f
27
B
0
C D
3.85 q 5.80 in
(98 min) (147 mm) NIA
3.85 in 6.50 in
(98 mm) NIA (13 mm)
v
7.70 is 0.90 in
(196 mT) NIA (23 mm)
FOF THE SC310EPE128 THE 12"
STUB LIES BELOW THE BOTTOM OF
THE EI`ID CAP APPROXIMATELY
0.25". BACKFILL MATERIAL SHOULD
BE REMOVED FROM BELOW THE
.N-12 STUB SO THAT THE FITTING
SETS L`-VEL.
FILE COPY
KtNNETH R. FERPEIRA, R.L.S., P.E. DATE
GU77ER
ROOFS TORMWA TER SYSTEM
CROSS SECTIONAL VIEW
(NOT 7o SCALE)
• r vs. rrt overt7S70-NE
Gv. CRUSHED R
SPL9SHPe v fNF(&7Tt4TOR CBERS 9 Q'
. p e e
a
DOWNSPOUT DRAINAGE DESIGN:
ASSUME 1 "OF RAINFALL ON THE ENTIRE ROOFAMEA.
ROOF AREA = 28'x 38' = 1,064 Sq.Ft
USE THE HIGH CAPACITY STORMTECH CHAMBER
SC310EPE06T AS DETAILED.
THEREFORE:
1064 Sq.Ft. x 1712 inches per foot = 88.6 Cu.Ft
88.6 Cu.Ft / 14.7 Cu.Ft./chamber = 5.3 Chamber
Therefore: 6 chamber units required (2 Trenches)
i
j
However if contractor finds location and piping to be unfemsible !
an alternate configuration maybe used, with a minimum cif 1
unit per downspout leader if seperated.
All Gutters and downspouts to be equipped with Leaf Screvens.
All piping and fittings used to connect to the downspouts afire to
e 4" SCH 40.
9 Y
utters downspouts and rechar es stern toe inspecfed+and
leaned twice a year, (June and December)
DOWNS POU DRAINAGE DETAIL SHEET :.
RICHE RD J. MEDEIROS
18 WOODCOCK ROAD 10�?1?0
ASSE SORS MAP 33, LOT 23
NORTH DARTMOUTH, MA - -
KENNETH R. FERREIRA ENGI EERING, INC. DATE: 6/09/2008 CHECKED BY:: KRF
SUITE 2S, 46 FOSTER ETREET
NEW BEDFORD, MASSACHU I E T TS 02740 SCALE: NTS JOB No: SE 30)'128.1
TEL: (508) 992-0020 - FAX: (508) 982-3374
I DRAWN RY• K Ic Sheet 2 of *i>