HomeMy WebLinkAboutAP-2024-051 Dymek & Bosco-Dymek - ElevationsARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:TITLE PAGEGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:PROJECT ADDRESS: 10 9 WEST BAY RD,
OSTERVILLE, M A 02655 These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.STR UC TU RA L ENG INEER:
DR AWING IN DEX THE RENDERINGS ARE F OR VIS UALIZ ATION PURP OSES ONLY - MAY DIFFER SLIGHTLY F ROM ACTUAL
EXISTIN G FRO NT LEFT R ENDER ING
PR OPOSED FRO NT LEFT R EN DERING
ARCHITECTU RE FIRM:
SCOPE OF WORK
W HOLE HOME REMODEL
FRONT PORCH ADDITION
2-STORY REAR ADDITION
1ST FLOOR MUDROOM
2ND FLOOR STORAGE ATTACHED TO EXISTING PRIMARY
BEDROOM
APPLIC ABLE COD ES
BUILDING CODE:2015 IRC W ITH 780 CMR NINTH EDITION
MASSACHUSETTS AMENDMENTS
ENERGY CODE:BBRS STRETCH CODE W ITH 2021 IECC AMENDMENTS
GE NERAL N OTES
1. ALL W ORK SHALL BE PREFORMED IN STRICT COMPLIANCE W ITH LOCAL, COUNTY, STATE AND
FEDERAL CODES AND ORDINANCES.
2. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.
3. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY
OTHER TRADES AND NOTIFY ARCHITECT/OW NER OF ANY DISCREPANCIES PRIOR TO PROCEEDING
W ITH THE W ORK. ALL EXISTING DIMENSIONS ARE TO THE FACE OF FINISHED SURFACE UNLESS
NOTED OTHERW ISE. DO NOT SCALE DRAW INGS.
4. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS.
5. FOR THE PURPOSE OF THE DOCUMENTS, TO "INSTALL" SHALL MEAN TO PROVIDE ALL
FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING
CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AN OPERATION INSTALLATION,
UNLESS OTHERW ISE NOTED.
ZON ING INFO
TOW N OF OSTERVILLE
ZONE RC - RESIDENTIAL C DISTRICT
ZONING MAP - AMENDED 2021
DESIG N/BUILD
CO NTRA CTOR :CONTRACTORA0.0
A0.0 TI TLE PAGE
A0.1 GEN ERAL NOT ES
A0.2 EXI ST ING PLOT PLAN
A1.1 EXI ST ING FOUNDATION & F IRST FLOOR PLAN
A1.2 EXI ST ING SECOND F LOOR & ROOF PLAN
A1.3 PROPOSED FOUNDATION & F IRST FLOOR PLAN
A1.4 PROPOSED SECOND F LOOR & RO OF PLAN
A2.1 EXI ST ING & PROPOSED FR ONT ELEVATION
A2.2 EXI ST ING & PROPOSED LEFT ELEVATION
A2.3 EXI ST ING & PROPOSED REAR ELEVATION
A2.4 EXI ST ING & PROPOSED RIGHT ELEVAT ION
A3.1 PROPOSED WIN DOW & DOOR SCH ED ULE
A4.1 PROPOSED EXTERIOR REND ER INGS - SCH . A
A4.2 PROPOSED EXTERIOR REND ER INGS - SCH . B
A4.3 PROPOSED INTERIO R RENDERINGS
LIVING AR EA
EXI STING ADDITION %REMO DEL %TOT AL
TOTAL - 1354 SF 439 SF 32.42 %397 SF 29.32 %1793 SF ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.com
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:GENERAL NOTESGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORR502.2.2 Blocking and subflooring.
Blocking for fastening panel edges or fixtures shall be a minimum of utility
grade lumber. Subflooring shall be a minimum of utility grade lumber, No. 4
comm on grade boards or wood structural panels as specified in Section
R503.2. Fireblocking shall be of any grade lumber.
R502.8 Cutting, Drilling and notching.
Structural floor mem bers shall not be cut, bored or notched in excess of the
limitations specified in this section. See Figure R502.8.
R502.12 Draftstopping required.
Draftstopping shall be provided in accordance with Section R302.12.
R502.13 Fireblocking required.
Fireblocking shall be provided in accordance with Section R302.11.
SECTION R503 - FLOOR SHEATHING
R503.1 Lumber sheathing.
Maximum allowable spans for lumber used as floor sheathing shall conform
to Tables R503.1, R503.2.1.1(1) and R503.2.1.1(2).
SECTION R506 - CONCRETE FLOORS (ON GROUND)
R506.1 General.
Concrete slab-on-ground floors shall be designed and constructed in
accordance with the provisions of this section or ACI 332. Floors shall be a
minimum 31/2 inches (89 mm) thick (for expansive soils, see Section
R403.1.8). The specified compressive strength of concrete shall be as set
forth in Section R402.2.
R506.1.1 Control Joints. Slabs shall be constructed with control joints having
a depth of at least one quarter of the slab thickness but not less than one
inch (25 mm). Joints shall be spaced at intervals not greater than 30 feet
(9,144 mm) in each direction. Control joints shall be placed at locations
where the slab width or length changes. See Exception per code
R506.2 Site preparation.
The area within the foundation walls shall have all vegetation, top soil and
foreign material removed.
R506.2.1 Fill.
Fill material shall be free of vegetation and foreign m aterial. The fill shall be
compacted to ensure uniform support of the slab, and except
where approved, the fill depths shall not exceed 24 inches (610 mm) for
clean sand or gravel and 8 inches (203 mm) for earth.
R506.2.2 Base.
A 4-inch-thick (102 mm) base course consisting of clean graded sand,
gravel, crushed stone, crushed concrete or crushed blast-furnace slag
passing a 2-inch (51 mm) sieve shall be placed on the prepared sub-grade
where the slab is below grade.
Exception: A base course is not required where the concrete slab is installed
on well-drained or sand-gravel mixture soils classified as Group I according
to the United Soil Classification System in accordance with Table R405.1.
R506.2.3 Vapor retarder.
A 6 mil (0.006 inch; 152 µm) polyethylene or approved vapor retarder with
joints lapped not less than 6 inches (152 mm) shall be placed between the
concrete floor slab and the base course or the prepared subgrade where no
base course exists.
SECTION R609 - EXTERIOR WINDOWS AND DOORS
R609.1 General.
This section prescribes performance and construction requirements for
exterior windows and doors installed in walls. W indows and doors shall be
installed and flashed in accordance with the fenestration manufacturer ’s
written instructions. W indow and door openings shall be flashed in
accordance with Section R703.4. W ritten installation instructions shall be
provided by the fenestration manufacturer for each window or door.
SECTION R807 - ATTIC ACCESS
R807.1 Attic access applies
Buildings with combustible ceiling or roof construction shall have
an attic access opening to attic areas that have a vertical height of 30 inches
(762 mm) or greater over an area of not less than 30 square feet (2.8 m2).
The vertical height shall be measured from the top of the ceiling framing
members to the underside of the roof framing members.
The rough-framed opening shall be not less than 22 inches by 30 inches
(559 mm by 762 m m) and shall be located in a hallway or other readily
accessible location. W here located in a wall, the opening shall be not less
than 22 inches wide by 30 inches high (559 mm wide by 762 mm high).
W here the access is located in a ceiling, minimum unobstructed headroom
in the attic space shall be 30 inches (762 mm) at some point above the
access measured vertically from the bottom of ceiling framing members.
See Section M1305.1.3 for access requirements where
mechanical equipment is located in attics.
SECTION R302 - FIRE-RESISTANT CONSTRUCTION
R302.1 Exterior walls.
Construction, projections, openings and penetrations of exterior walls of
dwellings and accessory buildings shall comply with Table R302.1(1).
SECTION R303 - LIGHT, VENTILATION AND HEATING
R303.1 Habitable rooms.
Habitable rooms shall have an aggregate glazing area of not less than 8
percent of the floor area of such rooms. Natural ventilation shall be
through windows, skylights, doors, louvers or other approved openings to the
outdoor air. Such openings shall be provided with ready access or shall
otherwise be readily controllable by the building occupants. The openable
area to the outdoors shall be not less than 4 percent of the floor area being
ventilated.
R303.3 Bathrooms.
Mechanical ventilation in accordance with section M1507 is required for all
bathrooms with a shower or bathtub and rooms with a toilet.
R303.6 Stairway illumination.
Air exhaust and intake openings that terminate outdoors shall be protected
with corrosion-resistant screens, louvers or grilles having an opening size of
not less than 1/4 inch (6 mm) and a maximum opening size of 1/2 inch (13
mm), in any dimension. Openings shall be protected against local weather
conditions. Outdoor air exhaust and intake openings shall meet the
provisions for exterior wall opening protectives in accordance with this code.
R304.3 Minimum dimensions.
Habitable rooms shall not be less than 7 feet (2134 mm) in any horizontal
dimension.
R305.1 Minimum height.
Habitable space and hallways shall have a ceiling height of not less than
seven feet (2,134 m m). Bathrooms, toilet rooms, laundry rooms and
habitable space in basements shall have a ceiling height of not less than six
feet, eight inches (2,032 mm).
SECTION R307 - TOILET, BATH AND SHOWER SPACES
R307.1 Space required.
Fixtures shall be spaced in accordance with Figure R307.1, and in
accordance with the requirements of Section P2705.1.
SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS
R310.1 Basements, habitable attics and every sleeping room shall have not
less than one operable emergency escape and rescue opening.
W here basements contain one or more sleeping rooms, an emergency
escape and rescue opening shall be required in each sleeping room.
Emergency escape and rescue openings shall open directly into a public way,
or to a yard or court that opens to a public way.
R310.1.1 Minimum opening area.
Emergency escape and rescue openings shall be operational from the inside
of the room without the use of keys, tools or special knowledge. W indow
opening control devices complying with ASTM F 2090 shall be permitted for
use on windows serving as a required emergency escape and rescue
opening.
R310.2.1 Minimum Opening Area. Emergency and escape rescue openings
shall have a net clear opening of not less than 5.7 ft2 (0.530 m 2 ). The net
clear opening dimensions required by this section shall be obtained by the
normal operation of the emergency escape and rescue opening from the
inside. The net clear height opening shall be not less than 24 inches (610
mm) and the net clear width shall be not less than 20 inches (508 mm).
R311.1 Means of Egress. Dwelling units shall be provided with a primary and
secondary means of egress in accordance with this section. Each means of
egress shall provide a continuous and unobstructed path of vertical and
horizontal egress travel from all portions of the dwelling to the egress doors.
The primary means of egress shall not require travel through a garage but
the secondary means of egress may. The required egress doors shall open
directly into a public way or to a yard or court that opens to a public way.
NOTES:
1.In multi-level dwellings, including but not limited to townhouses, split-level
and raised ranch style layouts, the two separate egress doors may be
located on different levels.
2.W here site topography prevents direct access at two remote locations to
grade from the normal level of entry, the two separate egress doors m ay
be located on different levels.
R311.2 Egress Door. A primary and secondary egress door shall be provided
for each dwelling unit and shall be as remote as possible from each other.
The primary egress door shall be side-hinged, and shall provide a clear width
of not less than 32 inches (813 mm ) where measured between the face of
the door and the stop, with the door open 90° (1.57 rad). The secondary
egress door shall be side-hinged or sliding, and shall provide a clear width of
not less than 28 inches (711 mm) where measured between the face of the
door and the stop, with the door open 90° (1.57 rad). The clear height of side-
hinged door openings shall be not less than 78 inches (1,981 mm) in height
measured from the top of the threshold to the bottom of the stop. Sliding door
clear width may be slightly less than 28 inches (711 mm ) to conform to
industry fabrication standards. Other doors shall not be required to comply
with these minimum dimensions. Egress doors shall be capable of being
readily opened from inside the dwelling without the use of a key or special
knowledge or effort.
N1102.4 (R402.4) - AIR LEAKAGE (Mandatory)
The building thermal envelope shall be constructed to limit air leakage in
accordance with the requirements of Sections N1102.4.1 through N1102.4.5.
N1102.4.1 (R402.4.1) Building thermal envelope.
The building thermal envelope shall comply with Sections
N1102.4.1.1 and N1102.4.1.2. The sealing m ethods between dissimilar
materials shall allow for differential expansion and contraction.
N1102.4.1.1 Installation
The components of the building therm al envelope as listed in Table
N1102.4.1.1 shall be installed in accordance with the manufacturer ’s
instructions and the criteria listed in Table N1102.4.1.1, as applicable to the
method of construction. W here required by the building official,
an approved third party shall inspect all components and verify compliance.
N1102.4.3 (R402.4.3) Fenestration air leakage.
W indows, skylights and sliding glass doors shall have an air infiltration rate of
no more than 0.3 cfm per square foot (1.5 L/s/m 2), and swinging doors no
more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to
NFRC 400 or AAMA/W DMA/CSA 101/I.S.2/A440 by an accredited,
independent laboratory and listed and labeled by the manufacturer.
N1102.4.5 (R402.4.5) Recessed lighting.
Recessed luminaires installed in the building thermal envelope shall be sealed
to limit air leakage between conditioned and unconditioned spaces. All
recessed luminaires shall be IC-rated and labeled as having an air leakage
rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM
E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall
be sealed with a gasket or caulk between the housing and the interior wall or
ceiling covering.
SECTION N1103 (R403) - SYSTEMS
N1103.1 Controls (Mandatory).
At least one thermostat shall be installed for each separate heating and
cooling system.
N1103.1.1 Programmable thermostat.
The thermostat controlling the primary heating or cooling system of the
dwelling unit shall be capable of controlling the heating and cooling system on
a daily schedule to maintain different temperature set points at different times
of the day. This therm ostat shall include the capability to set back or
tem porarily operate the system to maintain zone temperatures down to 55°F
(13°C) or up to 85°F (29°C). The therm ostat shall initially be programmed by
the manufacturer with a heating temperature set point no higher than 70°F
(21°C) and a cooling temperature set point no lower than 78°F (26°C).
N1103.1.2 Heat pump supplementary heat (Mandatory).
Heat pumps having supplementary electric-resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the
heat pump compressor can meet the heating load.
N1103.3 (R403.3) Ducts.
Ducts and air handlers shall be in accordance with Sections
N1103.3.1 through N1103.3.5.
N1103.3.1 (R403.3.1) Insulation (Prescriptive).
Supply and return ducts in attics shall be insulated to a minimum of R-8 where
3 inches (76.2 mm) in diam eter and greater and R-6 where less than 3 inches
(76.2 m m) in diam eter. Supply and return ducts in other portions of the
building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in
diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in
diameter.
Exception: Ducts or portions thereof located completely inside the building
thermal envelope.
N1103.2.2 (R403.3.2) Sealing (Mandatory).
Ducts, air handlers, filter boxes and building cavities used as ducts shall be
sealed. Joints and seams shall comply with either the International
Mechanical Code or Section M1601.4.1 of this code, as applicable.
N1103.3.5 (R403.3.5) Building cavities (Mandatory).
Building framing cavities shall not be used as ducts or plenums.
N1103.4 Mechanical system piping insulation (Mandatory).
Mechanical system piping capable of carrying fluids above 105°F (40°C) or
below 55°F (13°C) shall be insulated to a minimum of R-3.
N1103.5(R403.5) Service hot water systems.
Energy conservation measures for service hot water systems shall be in
accordance with Sections N1103.5.1 through N1103.5.4.
N1103.6 (R403.6) Mechanical ventilation (Mandatory).
Each dwelling unit of a residential building shall be provided with continuously
operating exhaust, supply or balanced mechanical ventilation that has been
site verified to meet a minimum airflow per: 1. Energy Star Homes’ Version
3.1; 2. ASHRAE 62.2-2013; or 3. the following formula for one- and two-family
dwellings and townhouses of three or less stories above grade plane: see MA
code for form ulas and additions
N1103.7 (R403.7) Equipm ent sizing and efficiency rating (Mandatory).
Heating and cooling equipment shall be sized in accordance with ACCA
Manual S based on building loads calculated in accordance with ACCA
Manual J or other approved heating and cooling calculation methodologies.
New or replacem ent heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the
geographic location where the equipment is installed.
SECTION R401 - GENERAL
R401.1 Application.
The provisions of this chapter shall control the design and construction of the
foundation and foundation spaces for buildings. In addition to the provisions
of this chapter, the design and construction of foundations in flood hazard
areas as established by Table R301.2(1) shall meet the provisions of Section
R322. W ood foundations shall be designed and installed in accordance with
AW C PW F.
Exception: The provisions of this chapter shall be perm itted to be used for
wood foundations only in the following situations:
1 In buildings that have no m ore than two floors and a roof.
2 W here interior basement and foundation walls are constructed at
intervals not exceeding 50 feet (15 240 mm).
R401.3 Drainage.
Surface drainage shall be diverted to a storm sewer conveyance or other
approved point of collection that does not create a hazard. Lots shall be
graded to drain surface water away from foundation walls. The grade shall fall
a minimum of six inches (152 mm) within the first ten feet (3,048 mm).
Temporary and finished grading shall not direct nor create flooding or
damage to adjacent property during or after completion of construction.
R404.1 Concrete and masonry foundation walls.
Concrete foundation walls shall be selected and constructed in accordance
with the provisions of Section R404.1.3. Masonry foundation walls shall be
selected and constructed in accordance with the provisions of Section
R404.1.2.
R405.1 Concrete or masonry foundations.
Drains shall be provided around concrete or masonry foundations that retain
earth and enclose habitable or usable spaces located below grade. Drainage
tiles, gravel or crushed stone drains, perforated pipe or
other approved systems or materials shall be installed at or below the area to
be protected and shall discharge by gravity or mechanical means into
an approved drainage system. Gravel or crushed stone drains shall extend
not less than 1 foot (305 mm) beyond the outside edge of the footing and 6
inches (152 mm) above the top of the footing and be covered with
an approved filter membrane material. The top of open joints of drain tiles
shall be protected with strips of building paper. Except where otherwise
recommended by the drain manufacturer, perforated drains shall be
surrounded with an approved filter membrane or the filter membrane shall
cover the washed gravel or crushed rock covering the drain. Drainage tiles or
perforated pipe shall be placed on a minimum of 2 inches (51 mm) of washed
gravel or crushed rock not less than one sieve size larger than the tile joint
opening or perforation and covered with not less than 6 inches (152 m m) of
the same m aterial.
R406.1 Concrete and masonry foundation dampproofing.
Except where required by Section R406.2 to be waterproofed, foundation
walls that retain earth and enclose interior spaces and floors
below grade shall be dampproofed from the higher of (a) the top of the
footing or (b) 6 inches (152 mm) below the top of the basement floor, to the
finished grade. Masonry walls shall have not less than 3/8 inch (9.5 mm)
portland cement parging applied to the exterior of the wall. The parging shall
be dampproofed in accordance with one of the following:
1.Bituminous coating.
2.Three pounds per square yard (1.63 kg/m2) of acrylic m odified cement.
3.One-eighth-inch (3.2 mm) coat of surface-bonding cem ent complying
with ASTM C 887.
4.Any material permitted for waterproofing in Section R406.2.
5.Other approved methods or materials
SECTION R502 - WOOD FLOOR FRAMING
R502.1 General
Wood and wood-based products used for load-supporting purposes shall
conform to the applicable provisions of this section.
R502.1.1 Sawn Lumber
Sawn lumber shall be identified by a grade mark of an accredited lumber
grading or inspection agency and have design values certified by
an accreditation body that complies with DOC PS 20. In lieu of a grade mark,
a certificate of inspection issued by a lumber grading or inspection agency
meeting the requirements of this section shall be accepted.
R502.1.1.1 Preservative-treated lumber.
Preservative treated dimension lum ber shall also be identified as required
by Section R317.2.
R502.1.1.2 End-jointed lumber.
Approved end-jointed lumber identified by a grade mark conforming
to Section R502.1.1 shall be permitted to be used interchangeably with solid-
sawn members of the same species and grade. End-jointed lumber used in
an assem bly required elsewhere in this code to have a fire-resistance rating
shall have the designation “Heat Resistant Adhesive” or “HRA” included in its
grade mark.
R502.1.2 Prefabricated wood I-joists.
Structural capacities and design provisions for prefabricated wood I-joists
shall be established and monitored in accordance with ASTM D5055.
R502.1.3 Structural glued laminated timbers.
Glued laminated tim bers shall be manufactured and identified as required
in ANSI/AITC A190.1 and ASTM D 3737.
A0.1
GE NERAL NOTES/CODE REQUIREMENTS PE R T HE IRC 2015 AND THE MSBC AMENDMENTS 20 15 ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.com
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:EXISTING PLOT PLANGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORA
A0 .2
A
A0 .2
EXISTING PLOT PLAN
SCAL E: 1" = 2 0'-0"
A0.2ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.com
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A2.1
A
A2.2
A
A2.2
A
A2.3
A
A2.3
A
A2.4
A
A2.4
F.F.H. 7'-5"
EL 0' - 0"
T.O. SUBF LOOR
EL (-) 0' - 11 "
T.O. LANDING
PROPERTY LINEEXISTING
EXISTING EXISTINGEXISTING
F.F.H. 7'-9 1/2"
EL (-) 0' - 3 3/4"
T.O. DE CKIN G
N ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:EXISTING FOUNDATION &FIRST FLOOR PLANGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORA
A1.1
A
A1.1
EXISTING FOUNDATION PLAN
SCAL E: 1/4" = 1'-0"
- ALL EXISTING INTERIOR DIMENSIONS ARE
FROM PLASTERED SURFACE TO SURFACE
- ALL EXTERIOR DIMENSIONS ARE TO
EXTERIOR WALL SURFACES
- W HERE DOORS AND W INDOW S ARE NOT
DIMENSIONED, CENTER IN WALL OR PLACE 4
INCHES NOMINAL FROM THE FACE OF FRAME
TO THE FACE OF FINISH AT ADJACENT
PERPENDICULAR WALL, UNLESS OTHERW ISE
NOTED.
DIME NSIONS:
ALL EXISTING FRAMING MEMBERS SIZES AND
DIRECTION OF JOISTS TO BE CONFIRMED IN
FIELD.
SPECIAL NOTE:
WALLS: 6" CONCRETE
FLOOR: POURED CONCRETE
EXISTING NOTES: FOUNDATION
A1.1
EXISTING LIVING AREA
LOW ER L EVEL - 0 SF
1ST FLOOR - 7 89 SF
2ND FL OO R - 565 SF
TO TAL - 1 ,354 SF ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comB
A1.1
B
A1.1 SCAL E: 1/4" = 1'-0"
EXISTING FIRST FLOOR PLAN
DOOR CASING: 3 1/2" COLONIAL
W INDOW CASING: 3 1/2" COLONIAL
BASEBOARD: VARIES/ 5 1/2" COLONIAL (TYP), 4 1/2"
FLATSTOCK (ENTRY)
DOOR: 2-PANEL
FLOORING: VARIES. 2 1/2" HARDW OOD (TYP), SQUARE TILE
(BATH/KITCHEN/PANTRY), VINYL SHEET (MUD)
EXISTING NOTES: FIRST FLOOR
DN
SB301832LSB301832L
EXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTING
EXISTING
E X IS T IN G
EXISTINGEXISTINGEXISTINGEXISTING EXISTING
SLOPESLOPESLOPE
SLOPE SLOPESLOPESLOPE
SLOPE
SLOPE
2'-6 3
4"
3'-10 3
4 "
10'-11"15'-7"1'-11 34"3'-11 1
2"2'-1"4'-3 1
4"
7'-6 1
4"13'-6"8'-0 34"2'20'-11"
23'-2 1
2"
5'-10 3
4"15'-0 1
4 "1'5'-6"CL
2'-11"
CL2'-0 3
4 "
2'-10"
4'-3 1
4"7'-9 3
4 "4'-2 1
4 "8'-1 1
4"
24'-4 1
2"
CL
17'-2"11'-4 34"4'-9 34"28'-6 34"33'-4 12"CL
10'-10"
CL
5'-1"8'-5 1
2 "
24'-4 1
2"
CL 6'-4"CL 13'-6 12"CL 2'-5 14"6'-2"28'-5 34"2'-1"2'-9 34"33'-4 12"226 S Q FT
565 SQ FT
26 SQ FT
115 SQ FT
10 SQ FT
175 SQ FT
44 SQ FT
21 SQ FT
45 SQ FT13 SQ FT
LI VING AREA
STAIR WELL
AT TIC
BEDROOM
CL
PRIMARY BDR M
CL
BATH
HALL
HAL L
A
A2.1
A
A2.1
A
A2.2
A
A2.2
A
A2.3
A
A2.3
A
A2.4
A
A2.4
F.F.H. 6'-7"
EL 8' - 3"
T.O. SUBF LOOR
B.O.BEAM 7' - 0 5/8"
EL 8' - 3"
T.O. SUBFLOOR
F.F.H. 6'-11"
F.F.H. 6'-7"KWH: 75 3/8"KWH: 78 1/2"KW H: 40"
KW H: 64 3/4"KWH: 64 3/4"N
7101052 : 127 1/2 : 126 1/2 : 126 1/2 : 12 6 1/2 : 12 8 : 128 : 12
7 1/2 : 128 : 128 : 12
1 : 12 1 : 12
1 : 12
A
A2.1
A
A2.1
A
A2.2
A
A2.2
A
A2.3
A
A2.3
A
A2.4
A
A2.4
N ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:EXISTING SECOND FLOOR &ROOF PLANGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORDIMENSIONS:
SPECIAL NOTE:
A1.2
ALL EXISTING FRAMING MEMBERS SIZES AND
DIRECTION OF JOISTS TO BE CONFIRMED IN
FIELD.
- ALL EXISTING INTERIOR DIMENSIONS ARE
FROM PLASTERED SURFACE TO SURFACE
- ALL EXTERIOR DIMENSIONS ARE TO
EXTERIOR WALL SURFACES
- W HERE DOORS AND W INDOW S ARE NOT
DIMENSIONED, CENTER IN WALL OR PLACE 4
INCHES NOMINAL FROM THE FACE OF FRAME
TO THE FACE OF FINISH AT ADJACENT
PERPENDICULAR WALL, UNLESS OTHERW ISE
NOTED. ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comEXISTING LIVING AREA
LOW ER L EVEL - 0 SF
1ST FLOOR - 7 89 SF
2ND FL OO R - 565 SF
TO TAL - 1 ,354 SF
A
A1 .2
A
A1 .2
EXISTING SECOND FLOOR PLAN
SCAL E: 1/4" = 1'-0"
B
A1 .2
B
A1 .2 SCAL E: 1/4" = 1'-0"
EXISTING ROOF PLAN
DOOR CASING: 2 1/2" COLONIAL
W INDOW CASING: 2 1/2" COLONIAL
BASEBOARD: VARIES. 3 1/2" SPEEDBASE (TYP), 4 1/2"
FLATSTOCK (HALL)
DOOR: 2-PANEL
FLOORING: VARIES. 2 1/2" HARDW OOD (TYP), SQUARE TILE
(BATH)
EXISTING NOTES: SECOND FLOOR
ROOF MATERIAL: ARCHITECTURAL ASPHALT SHINGLE
EXISTING NOTES: ROOF
WHEXISTING
EXISTINGEXISTINGEXISTINGEXISTING3048
UP
S D
SD
11'-9 3
4"
4'-3 1
2 "
5'-2 3
4 "2'-7 12"10'-6 3
4"
15'-9 1
4 "8'-1 1
4"
23'-10 1
2"4'-9 34"29'-0 14"10'-10 12"44'-8 12"18'-6 3
4"5'-2 1
2"
2"
23'-11 1
4"
CL 4'-5 12"CL 2'-8"CL 12'-4"CL 2'-8"5'-10"6'5'-11 14"27'-11 12"4'-9 34"44'-8 12"350 S Q FT
166 SQ FT
16 SQ FT
28 SQ FT30 SQ FT
166 SQ FT
328 S Q FT
77 SQ FT
SLAB
SLABSLAB
GROU ND FILL
INAC CESSIBLE
SLAB
B
A2.1
B
A2.1
B
A2.2
B
A2.2
B
A2.3
B
A2.3
B
A2.4
B
A2.4
EL (-) 7' - 4 1/4"
T.O. SL AB
T.O.SLAB/B.O.JOIST 6'-8 1/4"
EL (-) 3' - 6" (+/-)
T.O. GROUND
EL (-) 3' - 3 1/2"
T.O. SL AB
EL (-) 3' - 4"
T.O. SL AB
3-SEASON RM BUILT ON
STRUCTURAL BEAM OVER (3)
HELICAL SCREW S
WALK-IN CLOSET BUILT ON
STRUCURAL BEAM OVER
(2) HELICAL SCREW S
PERIMETER CEMENT BD
PERIMETER CEMENT BD.
LI VING AREA
PROPOSED CRAWL SPACE
NEW CRAW L SPACE
ACCESS
DN
SB3021LSB3021LCDT845M5NS5B33B18RB12R
4DB21 3DB33B22RB15BF2BF2
B2921
4DB3015CDT845M5NS5B33B18R
B12R4DB21 3DB33B22RB15BF2BF2
B2921
4DB3015OTC292487U301275
U721887
302152
W21289RW6289R W6289
W2633R W401529W3133DCW4333W1848W1848LW2921
W3051
W3627W3627
2464W09W09
D05D05
W08W08
W07W07
W05W05
EXISTINGEXISTINGW03W03
W03W03
W04W04
W03W03W03W03
EXISTING EXISTINGEXISTINGEXISTINGEXISTING
EXISTING
EXISTING 2868
EXISTING
W07W07
W07W07
W01W01
D04D0421068
W02W02
W02W02
W02W02W02W02D01D01W02W02W02W02
W02W02
W02W02
D03D03
UP
DN
DN
UP
CL
4'-10"CL
2'-9 14"4'-11 12"CL
3'-4 14"9'-0 14"CL
2'-7 12"2'-6 34"4'-4 12"13'-5"12'-3"
10'-8"12'8'7'-9 3
4"13'-8 14"2'-7 1
2"6'2'-9 1
2"3'-2 14"2'-2 1
2"
3'-10 3
4 "
11'-4"5'-6 12"6'
3'-10 3
4"3'-6"4'-5"7'-8 1
2"6'-1 14"5'-8 34"14'-3 14"13'-9 12"4'-9 34"7'-0 34"2'-1"CL1'-10 1
2"CL
2'-5 1
4"
CL
3'-2 1
4"
CL
3'-2 1
4"
CL
2'-5 1
4"1'-10 1
2 "CL
5'-8"2'-4"
11 1
4 "
15'8'
23'-11 1
4"6'-3 14"CL 2'-8 12"3'-0 14"CL 5'-7 14"8'-8"CL 5'-4 12"CL 2'-9 14"5'-7 34"CL 2'-2 12"2'-7 14"CL 2'-2"CL 2'-5 12"2'-5 14"6'-3 14"5'-8 34"14'-3 14"13'-9 12"4'-9 34"7'-0 34"51'-11 14"CL
2'-5 14"CL
2'-5 14"2'-1 12"7'4'-10 12"12'-4 12"5'-2 14"1'-1 14"12'-6 34"8'-8"51'-9 14"CL
3'-1"3'-8"
CL
8'-8 1
2"3'-1"
6'-9"11'-9 1
2 "5'-4"
23'-10 1
2"4'4'4'
5'-2 1
2"
3'-6"7'-11"13'-9 12"10'-7 3
4"12'-3 34"8'-1 1
4 "2'-6"6'-6"14'-1"6'-10 34"1'-1 1
4 "4'-6 14"7'-6"4'-11"7'-8 1
4"5'-3 14"4'-10 3
4 "10'-2 14"3'-8"5'-10"1128 SQ F T
37 SQ FT
179 SQ FT
32 SQ FT
15 SQ FT
175 SQ FT 126 SQ FT
145 S Q FT
26 SQ FT
44 SQ FT
34 SQ FT
74 SQ FT
14 SQ FT
42 SQ FT
33 SQ FT
32 SQ FT
56 SQ FT
146 S Q FT
11 SQ FT
LI VING AREA
PRIMARY
BEDROOMLIVING
BAT H
KIT CHEN
PANT RY HALL
ENTR Y
SIDE YARD SETBACKSIDE YARD SETBACKB
A2.1
B
A2.1
B
A2.2
B
A2.2
B
A2.3
B
A2.3
B
A2.4
B
A2.4
F.F.H. 7'-5"
EL 0' - 0"
T.O. SUBF LOOR
EL (-) 0' - 0"
T.O. LANDING
PROPERTY LINEPROPOSED
MUDR M
WALK -IN
CLOSET
NEW BUILT-IN
PAD WALL T
HIS SIDE
EXSTING WALL W/NEW SIDINGPROPOSED ADDITIONCOVERED
DECK
LA UNDRY
PROPOSED 3-
SEA SON SUNR M
LAND
DINING
ADA RAMP
1:12 SLOPE
UP
ADA
LANDING
ADA
LANDING
OUTDOOR
SHWR
CHANGING
AREA
CL.
EL (-) 0' - 0"
T.O. SUBFLOOR
SHWR
NEW
WALL
OVEN
UPDATED STAIR
LOCATION -
FACING THE
DRIVEWAY
F.F.H. 7'-5"
EL 0' - 0"
T.O. TILE
D02D02
W06W06 W06W06
N N ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:PROPOSED FOUNDATION &FIRST FLOOR PLANGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTOR- ALL EXISTING INTERIOR DIMENSIONS ARE
FROM PLASTERED SURFACE TO SURFACE
- ALL EXTERIOR DIMENSIONS ARE TO
EXTERIOR WALL SURFACES
- ALL PROPOSED DIMENSIONS ARE TAKEN
FROM STUD TO STUD
- W HERE DOORS AND W INDOW S ARE NOT
DIMENSIONED, CENTER IN WALL OR PLACE 4
INCHES NOMINAL FROM THE FACE OF FRAME
TO THE FACE OF FINISH AT ADJACENT
PERPENDICULAR WALL, UNLESS OTHERW ISE
NOTED.
DIMENSIONS:
SPECIAL NOTE:
WALLS: 10" CONCRETE WALL
FLOOR: POURED CONCRETE
PROPOSE D NOTES : FOUNDATION
A1.3
ALL EXISTING FRAMING MEMBERS SIZES AND
DIRECTION OF JOISTS TO BE CONFIRMED IN
FIELD.
CONDITIONED AREASLIVING AR EA
EXISTING AD DIT IO N %REMO DEL %TO TAL
LOW ER L EVEL - 0 SF 0 SF 0 %0 SF 0 %0 SF
1ST FLOOR - 7 89 SF 339 SF 4 2.96 %3 77 SF 4 7.78 %1 128 SF
2ND FL OO R - 5 65 SF 100 SF 1 7.69 %2 0 SF 3 .5 3 % 6 65 SF
TOTAL - 1 35 4 SF 439 SF 3 2.42 %3 97 SF 2 9.32 %1 793 SF ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comTO MATCH EXISTING AS CLOSE AS POSSIBLE:
DOOR CASING: 3 1/2" COLONIAL
W INDOW CASING: 3 1/2" COLONIAL
BASEBOARD: 5 1/2" COLONIAL
DOOR: 2-PANEL
FLOORING: 1X4 T&G FIR FLOORING INSTALLED, SANDED, AND
FINISHED W ITH THREE COATS OF POLYURETHANE IN
KITCHEN, NEW WALK-IN CLOSET, PART OF LIVING ROOM AND
PART OF DINING ROOM, AND NEW SECOND FLOOR ROOM.
REFINISH REMAINDER OF EXISTING W OOD FLOORING AND
FINISH STAIR TREADS ON STAIRS TO SECOND FLOOR IN
SAME MANNER. NEW TILE IN MUDROOM, LAUNDRY, FIRST
FLOOR BATHROOM AND SUNROOM.
PROPOSE D NOTES : FIR ST FLOOR
A
A1 .3
A
A1 .3
PROPOSED FOUNDATION PLAN
SCAL E: 1/4" = 1'-0"
B
A1 .3
B
A1 .3 SCAL E: 1/4" = 1'-0"
PROPOSED FIRST FL OOR PLAN
DN
SB30212DB7220412DB722016SB30212DB7220412DB722016
EXISTINGW12W12
W14W14
W11W11
W11W11
W12W12
W10W10W10W10
EXISTING
E X IS T IN G
EXISTINGEXISTINGEXISTINGD07D07
D06D06D06D06
D08D08
W13W13
D08D08
SLOPESLOPESLOPE
SLOPE SLOPESLOPESLOPE
SLOPE
SLOPE
R4R4
R4
R4
R4
R4
R4
R4
R4 R4
R4 R4
R4
R4
R4
CL 5'-6 14"CL 2'-5 14"5'-11"2'-7 3
4"
3'-10 3
4 "
10'-11"15'-7"1'-11 34"3'-11 1
2"2'-1"4'-3 1
4"
7'-6 1
4"13'-6"23'-2 1
2"
15'-0 1
4 "1'5'-6"2'-1"3'-9 1
2"3'-9 3
4 "
7'-7"11'-2"CL
2'-8"
CL2'-0 3
4 "
2'-7"
4'-3 1
4"7'-3 3
4 "4'-2 1
4"8'-1 1
4"
23'-10 1
2"
CL
2'-9 12"4'-9 12"CL
3'-2"3'-4 34"4'-9 14"14'-1 12"7'-7"6'-6 34"11'-7 12"44'-8"CL
3'-11 1
4"3'-11 1
4"
8'7'-10 1
2"8'
23'-10 1
2"
CL 5'-9 34"6'-1 34"11'-7 12"11'-11 12"2'-4 14"13'-10 12"2'-1"2'-9 14"44'-8"7'-10 3
4"
232 S Q FT
664 SQ F T
96 SQ FT
27 SQ FT
115 SQ FT
10 SQ FT
175 SQ FT
44 SQ FT
10 SQ FT
45 SQ FT13 SQ FT
10 SQ FT
90 SQ FT93 SQ FT
LIVING AREA
STAIR WELL
AT TIC
BEDROOM 2 - KA SHYA
CL
BEDROOM 3 - T EA GAN
BATH
HALL
HAL L
B
A2.1
B
A2.1
B
A2.2
B
A2.2
B
A2.3
B
A2.3
B
A2.4
B
A2.4
F.F.H. 6'-7"
EL 8' - 3"
T.O. SUBF LOOR
B.O.BEAM 7' - 0 5/8"
EL 8' - 3"
T.O. SUBFLOOR
F.F.H. 6'-11"
F.F.H. 6'-7"KWH: 75 3/8"KW H: 40"
KW H: 64 3/4"KWH: 64 3/4"CL.CL.
WALK-IN
CLOSET AT TICATTIC
5' KNEEWALL5' KNEEWALL710105
7 1/2 : 126 1/2 : 126 1/2 : 12 6 1/2 : 12 7 1/2 : 121 : 12 1 : 12
1 : 12
8 : 12
7 1/2 : 122 1/2 : 122 1/2 : 122 1/2 : 12
8 : 12
8 : 12
B
A2.1
B
A2.1
B
A2.2
B
A2.2
B
A2.3
B
A2.3
B
A2.4
B
A2.4
NEW ROOF
EXTEND FRONT
ROOF OVER WALK-
IN CLOSET
CORNER ADDITION
NEW ROOF OVER 3-
SEASON/SUNROOM
ADDITION
NEW ROOF OVER MUDROOM/LAUNDRY/STORAGE ABOVE
N N ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:PROPOSED SECOND FLOOR& ROOF PLANGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTOR- ALL EXISTING INTERIOR DIMENSIONS ARE
FROM PLASTERED SURFACE TO SURFACE
- ALL EXTERIOR DIMENSIONS ARE TO
EXTERIOR WALL SURFACES
- ALL PROPOSED DIMENSIONS ARE TAKEN
FROM STUD TO STUD
- W HERE DOORS AND W INDOW S ARE NOT
DIMENSIONED, CENTER IN WALL OR PLACE 4
INCHES NOMINAL FROM THE FACE OF FRAME
TO THE FACE OF FINISH AT ADJACENT
PERPENDICULAR WALL, UNLESS OTHERW ISE
NOTED.
DIMENSIONS:
SPECIAL NOTE:
TO MATCH EXISTING AS CLOSE AS POSSIBLE:
DOOR CASING: 2 1/2" COLONIAL
W INDOW CASING: 2 1/2" COLONIAL
BASEBOARD: VARIES. 3 1/2" SPEEDBASE (TYP), 4 1/2"
FLATSTOCK (HALL)
DOOR: 2-PANEL
FLOORING: 1X4 T&G FIR FLOORING INSTALLED, SANDED, AND
FINISHED W ITH THREE COATS OF POLYURETHANE IN NEW
SECOND FLOOR ROOM. REFINISH REMAINDER OF EXISTING
W OOD FLOORING AND FINISH STAIR TREADS ON STAIRS TO
SECOND FLOOR IN SAME MANNER. NEW TILE IN SECOND
FLOOR BATHROOM.
PROPOSE D NOTES : SECOND FLOOR
A1.4
ALL EXISTING FRAMING MEMBERS SIZES AND
DIRECTION OF JOISTS TO BE CONFIRMED IN
FIELD.
ROOF MATERIAL: 30-YEAR ARCHITECTURAL GRADE ASPHALT
SHINGLES OVER TRI-FLEX UNDERLAYMENT W ITH GRACE ICE
& WATER MOISTURE BARRIER UNDERLAY AT ALL EAVES,
VALLEYS, RAKES, AND LOW PITCH AREAS. DRIP EDGE W ILL BE
8” W HITE ALUMINUM W ITH STARTER SHINGLES ON EAVES.
CONTINUOUS RIDGE VENT W ITH MATCHING RIDGE CAP.
ROOFING LIMITED TO NEW ADDITIONS AND TYING INTO
EXISTING
PROPOSE D NOTES : ROOF ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comA
A1 .4
A
A1 .4
PROPOSED SECOND FLOO R PLAN
SCAL E: 1/4" = 1'-0"
B
A1 .4
B
A1 .4 SCAL E: 1/4" = 1'-0"
PROPOSED ROO F PLAN
LIVING AR EA
EXISTING AD DIT IO N %REMO DEL %TO TAL
LOW ER L EVEL - 0 SF 0 SF 0 %0 SF 0 %0 SF
1ST FLOOR - 7 89 SF 339 SF 4 2.96 %3 77 SF 4 7.78 %1 128 SF
2ND FL OO R - 5 65 SF 100 SF 1 7.69 %2 0 SF 3 .5 3 % 6 65 SF
TOTAL - 1 35 4 SF 439 SF 3 2.42 %3 97 SF 2 9.32 %1 793 SF
EXISTING
D01D01
W10W10W10W10
W02W02 EXISTINGW01W01W02W02W02W02W02W02
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-9 5/8"8'-6 5/8"Highest Ridge - Proposed
17'-0 1/8"2 1/2"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge - Proposed
14'-4 1/2"6'-1 1/2"Top of Knee Wall - 2nd Floor
15'-0"7 1/2"12
6 1/2
12
1
12
2 1/2
W01W01W02W02
D01D01
W02W02
W10W10 W10W10
EXISTING
W02W02 EXISTINGW02W02
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-9 5/8"8'-6 5/8"Highest Ridge - Proposed
17'-0 1/8"2 1/2"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge - Proposed
14'-4 1/2"6'-1 1/2"Top of Knee Wall - 2nd Floor
15'-0"7 1/2"12
6 1/2
12
1
12
2 1/2
EXISTING
D01D01
W10W10W10W10
W02W02 EXISTINGW01W01W02W02W02W02W02W02
EXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTINGEXISTING EXISTING
EXISTINGEXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Highest Ridge
16'-9 5/8"8'-6 5/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Knee Wall - 2nd Floor
15'-0"6'-9"Ridge
16'-9 5/8"1'-9 5/8"12
8
12
6 1/2
12
1
EXISTING
EXISTINGEXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTING
EXISTINGEXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Highest Ridge
16'-9 5/8"8'-6 5/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Knee Wall - 2nd Floor
15'-0"6'-9"Ridge
16'-9 5/8"1'-9 5/8"12
8
12
6 1/2
12
1
EXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTINGEXISTING EXISTING
EXISTINGEXISTING
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:EXISTING & PROPOSEDFRONT ELEVATIONGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.EXISTING EXTERIOR NOTES : CONTRACTORPROPOSED FRONT ELEVATION
SCAL E: 1/4" = 1'-0"
B
A2 .1
B
A2 .1
A
A2 .1
A
A2 .1
EXISTING FRONT ELEVATION
SCAL E: 1/4" = 1'-0"
A2.1
PROPOSED EXTERIOR NOTES: ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comSIDING: VARIES. 4" METAL LAP (TYP), W EATHERED CEDAR
SHINGLE (SHED DORMER)
ROOF: ARCHITECTURAL ASPHALT SHINGLE
CORNER BOARD: 4"
W INDOW: ANDERSEN
SIDING: STRIP ALL EXISTING SIDEWALL AND INSTALL
W HITE CEDAR EXTRA GRADE NATURAL R&R SHINGLES
W ITH 5” NOMINAL EXPOSURE TO THE W EATHER OVER
HOUSEW RAP UNDERLAY W ITH W HITE ALUMINUM DRIP
CAPS ON W INDOW AND DOOR HEAD CASINGS.
ROOF: 30-YEAR ARCHITECTURAL GRADE ASPHALT
SHINGLES OVER TRI-FLEX UNDERLAYMENT W ITH GRACE
ICE & WATER MOISTURE BARRIER UNDERLAY AT ALL
EAVES, VALLEYS, RAKES, AND LOW PITCH AREAS. DRIP
EDGE W ILL BE 8” W HITE ALUMINUM W ITH STARTER
SHINGLES ON EAVES. CONTINUOUS RIDGE VENT W ITH
MATCHING RIDGE CAP. ROOFING LIMITED TO NEW
ADDITIONS AND TYING INTO EXISTING
CORNER BOARD: 4"
W INDOW MANUFACTURER: ANDERSEN (6 OVER 1)
PAINT COLORS:
SIDING: BENJAMIN MOORE MISTED GREEN
EXTERIOR TRIM: BENJAMIN MOORE CHALK W HITE
EXTERIOR SHUTTERS AND DOORS: BENJAMIN MOORE
BLACK PEPPER
D02D02
EXISTINGEXISTING EXISTING EXISTING
EXISTINGW03W03W03W03W05W05
W11W11
W12W12
W11W11
W04W04
W02W02 W02W02
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Wall - 2nd Floor
15'-0"6'-9"Ridge
16'-9 5/8"1'-9 5/8"Highest Ridge Proposed
17'-0 1/8"2 1/2"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"
Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge - Proposed Sunroom
10'-2 1/4"1'-11 1/4"Ridge
16'-4 3/4"6'-2 1/2"12
6 1/2
12
7 1/2 12
2 1/2
W04W04
W05W05
W12W12
EXISTING
W11W11
EXISTING
D02D02
W02W02
EXISTING
W03W03
EXISTING
W03W03 W02W02
W11W11
EXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Wall - 2nd Floor
15'-0"6'-9"Ridge
16'-9 5/8"1'-9 5/8"Highest Ridge Proposed
17'-0 1/8"2 1/2"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"
Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge - Proposed Sunroom
10'-2 1/4"1'-11 1/4"Ridge
16'-4 3/4"6'-2 1/2"12
6 1/2
12
7 1/2 12
2 1/2
D02D02
EXISTINGEXISTING EXISTING EXISTING
EXISTINGW03W03W03W03W05W05
W11W11
W12W12
W11W11
W04W04
W02W02 W02W02
EXISTING EXISTINGEXISTINGEXISTING
EXISTINGEXISTINGEXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Wall - 2nd Floor
15'-0"6'-9"Highest Ridge
16'-9 5/8"1'-9 5/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-4 3/4"8'-1 3/4"Ridge
16'-9 5/8"4 7/8"12
6 1/2
12
7 1/2
12
2
EXISTING
EXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Wall - 2nd Floor
15'-0"6'-9"Highest Ridge
16'-9 5/8"1'-9 5/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-4 3/4"8'-1 3/4"Ridge
16'-9 5/8"4 7/8"12
6 1/2
12
7 1/2
12
2
EXISTING EXISTINGEXISTINGEXISTING
EXISTINGEXISTINGEXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTING
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:EXISTING & PROPOSED LEFTELEVATIONGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORPROPOSED LEFT ELEVATION
SCALE: 1/4" = 1'-0"
B
A2.2
B
A2.2
A
A2.2
A
A2.2
EXISTING L EFT ELEVATION
SCALE: 1/4" = 1'-0"
A2.2ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comEXISTING EXTERIOR NOTES :
PROPOSED EXTERIOR NOTES:
SIDING: STRIP ALL EXISTING SIDEWALL AND INSTALL
W HITE CEDAR EXTRA GRADE NATURAL R&R SHINGLES
W ITH 5” NOMINAL EXPOSURE TO THE W EATHER OVER
HOUSEW RAP UNDERLAY W ITH W HITE ALUMINUM DRIP
CAPS ON W INDOW AND DOOR HEAD CASINGS.
ROOF: 30-YEAR ARCHITECTURAL GRADE ASPHALT
SHINGLES OVER TRI-FLEX UNDERLAYMENT W ITH GRACE
ICE & WATER MOISTURE BARRIER UNDERLAY AT ALL
EAVES, VALLEYS, RAKES, AND LOW PITCH AREAS. DRIP
EDGE W ILL BE 8” W HITE ALUMINUM W ITH STARTER
SHINGLES ON EAVES. CONTINUOUS RIDGE VENT W ITH
MATCHING RIDGE CAP. ROOFING LIMITED TO NEW
ADDITIONS AND TYING INTO EXISTING
CORNER BOARD: 4"
W INDOW MANUFACTURER: ANDERSEN (6 OVER 1)
PAINT COLORS:
SIDING: BENJAMIN MOORE MISTED GREEN
EXTERIOR TRIM: BENJAMIN MOORE CHALK W HITE
EXTERIOR SHUTTERS AND DOORS: BENJAMIN MOORE
BLACK PEPPER
SIDING: VARIES. 4" METAL LAP (TYP), W EATHERED CEDAR
SHINGLE (SHED DORMER)
ROOF: ARCHITECTURAL ASPHALT SHINGLE
CORNER BOARD: 4"
W INDOW: ANDERSEN
W13W13
W06W06W06W06
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge - Proposed
14'-4 1/2"6'-1 1/2"Highest Ridge - Proposed
17'-0 1/8"2'-7 5/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-9 5/8"8'-6 5/8"12
8
12
1
W06W06 W06W06
W13W13
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge - Proposed
14'-4 1/2"6'-1 1/2"Highest Ridge - Proposed
17'-0 1/8"2'-7 5/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-9 5/8"8'-6 5/8"12
8
12
1
W13W13
W06W06W06W06
EXISTING EXISTING
EXISTING EXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-9 5/8"8'-6 5/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-9 5/8"8'-6 5/8"12
8
12
1
EXISTING EXISTING
EXISTING EXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-9 5/8"8'-6 5/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-9 5/8"8'-6 5/8"12
8
12
1
EXISTING EXISTING
EXISTING EXISTING
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:EXISTING & PROPOSED REARELEVATIONGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORA
A2 .3
A
A2 .3
EXISTING REAR EL EVATION
SCALE: 1/4" = 1'-0"
B
A2.3
B
A2.3
PROPOSED REAR ELEVATION
SCALE: 1/4" = 1'-0"A2.3ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comEXISTING EXTERIOR NOTES :
PROPOSED EXTERIOR NOTES:
SIDING: VARIES. 4" METAL LAP (TYP), W EATHERED CEDAR
SHINGLE (SHED DORMER)
ROOF: ARCHITECTURAL ASPHALT SHINGLE
CORNER BOARD: 4"
W INDOW: ANDERSEN
SIDING: STRIP ALL EXISTING SIDEWALL AND INSTALL
W HITE CEDAR EXTRA GRADE NATURAL R&R SHINGLES
W ITH 5” NOMINAL EXPOSURE TO THE W EATHER OVER
HOUSEW RAP UNDERLAY W ITH W HITE ALUMINUM DRIP
CAPS ON W INDOW AND DOOR HEAD CASINGS.
ROOF: 30-YEAR ARCHITECTURAL GRADE ASPHALT
SHINGLES OVER TRI-FLEX UNDERLAYMENT W ITH GRACE
ICE & WATER MOISTURE BARRIER UNDERLAY AT ALL
EAVES, VALLEYS, RAKES, AND LOW PITCH AREAS. DRIP
EDGE W ILL BE 8” W HITE ALUMINUM W ITH STARTER
SHINGLES ON EAVES. CONTINUOUS RIDGE VENT W ITH
MATCHING RIDGE CAP. ROOFING LIMITED TO NEW
ADDITIONS AND TYING INTO EXISTING
CORNER BOARD: 4"
W INDOW MANUFACTURER: ANDERSEN (6 OVER 1)
PAINT COLORS:
SIDING: BENJAMIN MOORE MISTED GREEN
EXTERIOR TRIM: BENJAMIN MOORE CHALK W HITE
EXTERIOR SHUTTERS AND DOORS: BENJAMIN MOORE
BLACK PEPPER
W08W08
W07W07
W14W14
W12W12
W07W07 W07W07W02W02W02W02
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge - Proposed Sunroom
10'-2 1/4"1'-11 1/4"Ridge - Proposed
14'-4 1/2"4'-2 1/4"Ridge
16'-9 5/8"2'-5 1/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Wall - 2nd Floor
15'-0"6'-9"Highest Ridge - Proposed
17'-0 1/8"2'-0 1/8"12
7 1/2
12
6 1/2
12
7 1/2
12
2 1/2
W07W07
W14W14
W07W07W02W02 W07W07W02W02
W12W12
W08W08
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge - Proposed Sunroom
10'-2 1/4"1'-11 1/4"Ridge - Proposed
14'-4 1/2"4'-2 1/4"Ridge
16'-9 5/8"2'-5 1/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Wall - 2nd Floor
15'-0"6'-9"Highest Ridge - Proposed
17'-0 1/8"2'-0 1/8"12
7 1/2
12
6 1/2
12
7 1/2
12
2 1/2
W08W08
W07W07
W14W14
W12W12
W07W07 W07W07W02W02W02W02
EXISTING
EXISTINGEXISTING
EXISTINGEXISTING
EXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-4 3/4"8'-1 3/4"Ridge
16'-9 5/8"4 7/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Wall - 2nd Floor
15'-0"6'-9"Ridge
16'-9 5/8"1'-9 5/8"12
7 1/2
12
6 1/2
12
2
EXISTING
EXISTING
EXISTING EXISTING
EXISTING
EXISTING
Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Ridge
16'-4 3/4"8'-1 3/4"Ridge
16'-9 5/8"4 7/8"Top of Slab - Foundation
-7'-4 1/4"
Top of Wall - Foundation
-0'-8"6'-8 1/4"Top of Subfloor - 1st Floor
0'-0"8"Top of Wall - 1st Floor
7'-7"7'-7"Top of Subfloor - 2nd Floor
8'-3"8"Top of Wall - 2nd Floor
15'-0"6'-9"Ridge
16'-9 5/8"1'-9 5/8"12
7 1/2
12
6 1/2
12
2
EXISTING
EXISTINGEXISTING
EXISTINGEXISTING
EXISTING
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:EXISTING & PROPOSEDRIGHT ELEVATIONGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORA
A2.4
A
A2.4
EXISTING RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
B
A2.4
B
A2.4
PROPOSED RIGHT ELEVATIO N
SCALE: 1/4" = 1'-0"A2.4ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comEXISTING EXTERIOR NOTES :
PROPOSED EXTERIOR NOTES:
SIDING: VARIES. 4" METAL LAP (TYP), W EATHERED CEDAR
SHINGLE (SHED DORMER)
ROOF: ARCHITECTURAL ASPHALT SHINGLE
CORNER BOARD: 4"
W INDOW: ANDERSEN
SIDING: STRIP ALL EXISTING SIDEWALL AND INSTALL
W HITE CEDAR EXTRA GRADE NATURAL R&R SHINGLES
W ITH 5” NOMINAL EXPOSURE TO THE W EATHER OVER
HOUSEW RAP UNDERLAY W ITH W HITE ALUMINUM DRIP
CAPS ON W INDOW AND DOOR HEAD CASINGS.
ROOF: 30-YEAR ARCHITECTURAL GRADE ASPHALT
SHINGLES OVER TRI-FLEX UNDERLAYMENT W ITH GRACE
ICE & WATER MOISTURE BARRIER UNDERLAY AT ALL
EAVES, VALLEYS, RAKES, AND LOW PITCH AREAS. DRIP
EDGE W ILL BE 8” W HITE ALUMINUM W ITH STARTER
SHINGLES ON EAVES. CONTINUOUS RIDGE VENT W ITH
MATCHING RIDGE CAP. ROOFING LIMITED TO NEW
ADDITIONS AND TYING INTO EXISTING
CORNER BOARD: 4"
W INDOW MANUFACTURER: ANDERSEN (6 OVER 1)
PAINT COLORS:
SIDING: BENJAMIN MOORE MISTED GREEN
EXTERIOR TRIM: BENJAMIN MOORE CHALK W HITE
EXTERIOR SHUTTERS AND DOORS: BENJAMIN MOORE
BLACK PEPPER
3D EXTERIOR ELEVATION NUMBER LABEL FLOOR R/O WIDTH HEIGHT DESCRIPTION MANUFACTURER CASING SIZE, EXTERIOR CASING MATERIAL, EXTERIOR CASING SIZE, INTERIOR CASING MATERIAL, INTERIOR COMMENTS EGRESS TEMPERED QTY
W01 TW2442 1 30 3/8"X52 7/8"29 5/8"52 7/8"DOUBLE HUNG ANDERSON 400 SERI ES 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 3-SEASON/SUNROOM 1
W02 TW2046 1 26 3/8"X56 7/8"25 5/8"56 7/8"DOUBLE HUNG ANDERSON 400 SERI ES 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 3-SEASON/SUNROOM 8
W03 REPLACE 1 28 1/2"X48 1/2"27 3/4"48"DOUBLE HUNG 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 4
W04 REPLACE 1 48 3/4"X33"48"32 1/2"LEFT SLIDING 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 1
W05 REPLACE 1 27 3/4"X39 1/2"27"39"DOUBLE HUNG 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 1
W06 TW20310 1 26 3/8"X49 3/8"25 5/8"48 7/8"DOUBLE HUNG 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 2
W07 TW2442 1 30 3/8"X53 3/8"29 5/8"52 7/8"DOUBLE HUNG 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 3
W08 REPLACE 1 28 1/4"X16 1/2"27 1/2"16"SINGLE AWNING 1"X3 1/2"2126-70 CHALK WHITE 1
W09 REPLACE 1 28 1/2"X48 1/2"27 3/4"48"DOUBLE HUNG 1"X3 1/2"2126-70 CHALK WHITE 11/16"X4 1/2"WHITE 1
W10 REPLACE 2 22 1/2"X22 1/4"21 3/4"21 3/4"SINGLE AWNING 1"X3 1/2"2126-70 CHALK WHITE 11/16"X2 1/2"WHITE 2
W11 REPLACE 2 24 3/4"X41"24"40 1/2"DOUBLE HUNG 1"X3 1/2"2126-70 CHALK WHITE 11/16"X2 1/2"WHITE 2
W12 TW24310 2 30 3/8"X49 3/8"29 5/8"48 7/8"DOUBLE HUNG 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 2
W13 TW20310 2 26 3/8"X49 3/8"25 5/8"48 7/8"DOUBLE HUNG 1"X3 1/2"2126-70 CHALK WHITE 11/16"X3 1/2"WHITE 1
W14 REPLACE 2 26 3/4"X14 1/2"26"14"SINGLE AWNING 1"X3 1/2"2126-70 CHALK WHITE 1
3D EXTERIOR ELEVATION NUMBER LABEL FLOOR WIDTH HEIGHT DESCRIPTION MANUFACTURER FIRE CASING SIZE, EXTERIOR CASING MATERIAL, EXTERIOR CASING SIZE, INTERIOR CASING MATERIAL, INTERIOR COMMENTS QTY
D01 3068 1 36"80"EXT. HINGED-7228 BUNGALOW 1"X4"2126-70 CHALK WHITE 1"X3 1/2"WHITE 1
D02 3068 1 36"80"EXT. HINGED-7228 BUNGALOW 1"X3 1/2"WHITE 1"X3 1/2"WHITE 1
D03 2866 1 32"78"POCKET-DO OR P03 11/16"X3 1/4"WHITE 11/16"X3 1/4"WHITE 1
D04 3666 1 42"78"DOUBLE HINGED-DOOR P03 11/16"X3 1/2"WHITE 11/16"X3 1/2"WHITE 1
D05 2666 1 30"78"POCKET-DO OR P03 11/16"X3 1/4"WHITE 11/16"X3 1/4"WHITE 1
D06 2662 2 30"74"HINGED-DOOR P03 11/16"X3 1/2"WHITE 11/16"X3 1/2"WHITE 2
D07 2666 2 30"78"HINGED-DOOR P03 11/16"X3 1/2"WHITE 11/16"X3 1/2"WHITE 1 ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:PROPOSED WINDOW & DOORSCHEDULEGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORA3.1
DISCLAIMER
ALL REASONABLE EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THIS
WINDOW SCHEDULE. GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR
SIZES, COUNT, TEMPERING, AND LOCATIONS WITH PROVIDER PRIOR TO ORDERING
WINDOWS AND DOORS.
NOTES: WINDOWS
ANDERSEN 400 SERIES W ITH W HITE EXTERIOR, PRE-FINISHED W HITE INTERIOR, LOW-E4 SMARTSUN W /
HEATLOCK GLASS, FULL DIVIDED LIGHT GRILLES AND STANDARD SCREENS. U-FACTOR MUST MEET
CURRENT 2021 IECC GUIDELINES OF 0.3.
MARVIN ULTIMATE SERIES W ITH W HITE EXTERIOR, PRE-FINISHED W HITE INTERIOR, FULL DIVIDED LIGHT
GRILLES AND STANDARD SCREENS. U-FACTOR MUST MEET CURRENT 2021 IECC GUIDELINES OF 0.3.
DISCLAIMER
ALL REASONABLE EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF
THIS DOOR SCHEDULE. GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND
DOOR SIZES, COUNT, TEMPERING, AND LOCATIONS WITH PROVIDER PRIOR TO
ORDERING WINDOWS AND DOORS.
NOTES: DOORS
-EXTERIOR ENTRY DOORS TO BE SIMPSON OR EQUAL.
-EXTERIOR PATIO DOORS TO BE ANDERSON 400 SERIES
-INTERIOR DOORS TO BE TRUSTILE OR EQUAL
NOTES: DOOR HARDWARE
INTERIOR HINGED DOOR HARDWARE TO BE DETERMINED
WINDOW NOTES:
DOOR NOTES: ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.com
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:PROPOSED EXTERIORRENDERINGS - SCH. AGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORA4.1ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comSCHEME A EXTERIOR RENDERINGS
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:PROPOSED EXTERIORRENDERINGS - SCH. BGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORA4.2ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.comSCHEME B EXTERIOR RENDERINGS
ARCHITECTURE FIRM11/26 /20 24PROJECT ADDRESS:TIMOTHY & CAROL DYMEK109 WEST BAY RD,OSTERVILLE, MA 02655SHEET TITLE:PROPOSED INTERIORRENDERINGSGMT Home Designs, Inc.60 Pleasant StreetSuite 10 CAshland, MA 01721(508) 881-7992gmthomedesigns.comSHEET:
REV. DATE:These Schematic DesignDrawings are property ofGMT Home Designs andmay not be distributed orduplicated (electronically orhard copy) under anycircumstances without theexpress written consent ofGMT Home Designs.These plans areSchematic Design onlyand do not containenough information forpulling a buildingpermit. Constructiondrawings to follow oncethe schematic design isapproved by the clients.CONTRACTORA4.3ENCORE DESIGN/REMODEL103 MAIN ST.DENNISPORT, MA02639(508) 760-6900encoreco.com