BP-90857D►4RTMOUTH MODERN T—�1f�w���r�AM
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RETRT pE,A�IICAJ of IGIV
air rtet gy �sl�n
i 106 Milk St, Ste 3
• pf,uatn, Mb, 02100
148 Miahaum Pointy +Road i g17t�E0-S00i
Dartmouth, IM# QG'f'ji8 i eheroenorgy,eom
Civil En ineer.. Wngscape Designer: StrtlkVEal Engineer.
5-
Boucher & Heureux, Inc Soreln deNiord Design Studio Webb Strudc. tural Services, In
648 American Legion Hwy. 43 Weliwood Road 670 Maih Street
MA 02790 Portland, ME 04103 Reading, MA 01867
Westport, -
508�36a�905 207d00-2450 781779-1330
aheureux@boucherandheureux.com soren@sorendeniord.com mikerebfiss.net
Lm{utht
General ReDairements
8 ff$ 4
4y
1. All wank shall comply wlfh federal
state and local budding codes and rel7ulations.
'''y`)"', s ,t_ ,.,,� _ , __k ,:.� •'" - 2 Ali mechi electrical and plumpingwork shall he performed PY subcontractors litensed in the state in winch-
�; - - work is been performed.
_ � 3. AN subcontractor shag provide cenlfiration of general liability in�nce and wnrkmarl9 tdmperlsation coverage, as DfaWln- - +•
4>' utred b Ifi Ge era[ Contractor
00f,Cr Lead
1200 0411,
nfy Lovol
2392 fq• ft,
Tate, #1lliglIld eras
3811 sq: ft
Unfinished Booment
839 31.ff,
Gerage
758 sq.ft,
j Screened Parch
260 sq•ft,
Wdoor Living
356 wit.
i Master Roof deck
i
400 aq,ft,
4�General ContracRor shag coardfin'at9 anftr obtain all building per R its required far con4ttuc[icn Mil certificates of
5 Geoccuneral Comrador shall be solely respeilsible for all construction meartis, methods teeMdiques, and procedures.
7 1 6. General Comrador shag be responsible' for all aspects of safety @uric building constnldion ar1r1 shall provide
* ` * adequate shoring and bracing to ensure such safety.
7. AN dmensons and site conditions to pe Held verified and shag bt the responsibility cif the deneral Contractor. The
for to commedcerfitn of work.
- _ General Car shag notify ZeroErergy Design of any discrepancY P
6. h shah be the responsibility of the General. Contradorto locate al existing utilities vAti eir indicated on the plans a
not, and to protect them from damage.
s. All details, sections, notes, or references to other drawings are intended to be typical,
to. During canstrudion, and prior to fie incorporation of arty changiis, revisions, mcaldirtiotts arWor deviations from
the construction dgcumenta, cortrador shag bring to the attention of Zero Energy Design and obtair approval from the
governing bUldirg pffidal before pripMedirig with the work.
11. The manufacturers. Products, arid equipment listed in the drawings arid spedriut'06; e"Ash performance } R
requirements- Substitutions of equal performance may be submitted for ZeroEnergy Design's approval.
12. All materials shall be installed per inangfadurees kmtnxtionsfspeaficdtions unless nihenmse specified. - p
13. Specific notes anddetailson drawings shall take precedence over general notes and typical details. where no
details are skovm Eonsirucnon shall con Form to similar work on the proieot -
s are intended to d4lde the basis far open
14. Drawing;, specalions, and atY wbseguent addenda & change Pr car 1 F
completion of the tyork suitable for On intended use of the Owner. Anything not expressly set forth du[ which is
reasonably imfereg or necessaryfor propef performance of the project shall be included.
i t Y
General CorLtruc ion Notes
Civil Notes: `Jl�
See Ciwl's site plan for adc'ttona.,' ragpl ements. 3
Debris- Remove debris within 7-U' pf building.
Exterior Grate- Sicpe grade 5% to drain away from building. �'�"°'^"'•
Soil gas control- AN walls, roof and'Ioprs in carted with the ground shag be constructed to resist the leakage of soil
gas from the grouidto the building. A passive sub -dab depressurization system in acwo dimce with the
supplementary guidelines shag be prgvided:. 1 vent pipe, min. 4" diameter, per 150o sF of slab area vented through
roof. -
Structural Notes
See Structured plans -
Architectural Notes
Dip edge- Provide t" drip edge on flgshmg over openings in exterlow wags.
Attic access, openl,ng 22" X 30" min. with weatherstripping.
Wood protection- wood framing membersthat are not pressure treated with a mood preservative and which are
supported on concrete in contact withi. the ground shall be separated from the comets by at least 6 mil poly or equal.
Stair dimensions fah interior and exterlar staire- refer to drawings for actual dimensions) "°�" `T °'m,,,,�• - '�� TMTMTM� -�
Minimum riser height ...:. 6' ' 1
Maximum riser hersfrt .. 8 i/."
Minimum tregd depth....... 9"
Minimten noting ..3r".
Maximum nosing -1. A" L,
a*Ah
Minimumhekdroom .:6-9" c .+�"°"'•°+ t >,
Minimum width 3'-0`,.
Handrails arid Guards ��«_�✓'t�" { `
Handrail minimum height.. 7-1 Ir
ry "
Handrail makimum height- 3 2" f` vt fa 2 yi1 r`
Guard minimum height.........3
Note: A clearance a not less the 1 W shall be provided between handrail and any surfbe behind it.
Bedroom egress- Min. one window par bedfoom shag have a min. riot dear opening or $.9 St, a min. net dear k��� fy
- opening height of 24", a min. mei Gear cape ring width of 20", and a sip height of not mcfe (hart 44" horn the floor unless
otherwise spedfiel in window specifiratioq (not applicable is there is a [loot w! dared aeo6ss to the exterior on that 'ravf•"i'"•'r° -
level).
Interior doorfr Undercut all doors 1 t2? min.
Coat closets (1) Rod and (1) shelf Mr:. Na - - Sort ion
Linen closet& (4) rihelves min. and 1'-T deep min.
- 2 dhanpea to (Sricing Set ditad �,1 S"2016 01 1. 6
Mechaniral,,Electrical and Ptumbhf. N*.,. q A Conrdine an y _ 1$•0g,2�
See Mechanical and Electrical Pans for additional requirements 5 A casp+tiark layout 'gym 01 11,7$
Range hoodt- vent to exterior wf non-comitustible dud. 6 I�YhBrio lavatloYj6 $l6ettigr 8 2•li®
Dryer vent- upped and screened dryer vent, ducting installed to Wipe to extent
Carbon monoxide detectors- Locate on each floor level and interconnect.:
Smoke ddestors- Locate In each bedroom and outside common bedroom hallways, min; one per level _ - - •-^-•- - -
ZeraEnrMY Design
' 156 h.klK �i Ste
Buildind Cade State[nent ul USE:
Project shall conform to the Ninth Edif3on of the The projar#'s 0 shall be a single
Massachulie to Ouliding Code (780 vMR); family regildontial dwL'!;t'g,
Intemationei Rsaldontiai Cade 2013 wlttt
Malilachhtt9e04 Arriond.monts,
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
i ND WINDpeaiDN 9urPJECTTO0WA®FPRofvl �
ICE FLOOD AIR MEAN
QR2t1Nt7 SEISMIC I WINTERDESIGN
_.rN�gT .1._.e DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL
ZONING -
District: R1 (Residential)
Min. Lot Area: SF
SNPW --,_ DESIGN
Y CATEGofi r TEMP. REQLARED - INDEX TEMP
l LOAD EPEE TOP0. WRAT1,1611 i LINE } TBRMITE
spsed
135 F
Min. LotFrontage: 135 FT
Max Lot Coverage: NIA
(� ,
phi EFFECTS DEPTH t _ —
Max Building Coverage: 15%
.. ...a. ._�..j.Y�. Nei 4alinch i Sligmtq - 0°F Yes Yes NIA NIA
Max. Building Height: 28 FT
35pif I10h No
Ma elide
Setpacks:
i I
Front 30 FT
Side: 25 FT
Rear. 30 FT
Boston, MT 021019
T. 617-T20-5002
F. 866-101.3850
wavv2e+oEnergy.—
DARTMOUTH MODERN
RETREAT
148 Mishaum Point Road
Dartmouth, MA 02745
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RETREAT
148 MiShAUM Poltit had
bartr�owth, MA 01740
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144 Mishau f4 POfIi Romil
Opr€moadth, FAA 02746