Drawings_Poggenpohl_7 High Meadow LaneHALLWAY CONNECTOR TO BE CENTERED
WITH THE EXISTING DOOR AT HOUSE
STONE LANDING STEP AT
DOOR (LANDSCAPING)
EXISTING STONE WALKWAY TO BE
'REROUTED' TO CONNECT TO NEW DOOR
EXISTING STONE PATIO TO
REMAIN, MODIFY AT NEW DOOR
P.T. WOOD TRELLIS AT NORTH
ROOF OVERHANG
EXISTING DOOR AND SIDELITES TO
REMAIN, EXTERIOR SIDING TO BE
REMOVED IN HALLWAY SPACE
STEP DOWNSTEP DOW
N
STEP DOWNSTEP DOWN24'-0"2
0
'
-
0
"10'-0"3'-9"3'
-
9
"
ROOF OVERHANG
104B
104A
36" heightcountertopFURNIT
U
RE
BY OWNER6'-1
3
/
4
"
6'-1
3
/
4
"AB13'-0"
12'-3 1/2"
VIF3'-0"6'-0"6'-0"6'-0"3'-0"2'-9"
DS
DS
DS
5'-0"
5'-0"2'-6 1/2"5'-5"
R.O.
7'-0"
R.O.ABABCD
CDEGEEE6'-6"3'-8"GGG27°FURNIT
U
RE
BY OW
NE
R
METAL MAGNETIC PANELS
ATTACHED TO INTERIOR WEST WALL
6'-8 1/2"
6'-3 1/2"
1'-9 1/2"
1'-9 1/2"
1'-9 1/2"5'-9"FTILED FLOORING IN HALLWAY
(SIMILAR TO EXISTING FLOOR
TILES IN DINING ROOM)tilewoode
x
i
s
t
i
n
g
t
i
l
e
til
e
6'-1"
R.O.
3'-7"
10'-0"
10'-0"
24'-0"
20'-0"
13'-0"
12'-3 1/2"
VIF
14'-6"
5'-0"
2'-0"
10'-0"
VERIFY SEWER LINE LOCATION + ROUTE:
OWNER NOTED IT GOES OUT BEHIND THE
GARAGE AND CONTINUES ALONG THE
DRIVEWAY TO THE STREET
UNVENTED CRAWLSPACE
FOUNDATION WITH
CONCRETE SLAB
63°
27°
3'-1"
3'-1"
7'-6"
GAS METER
1/4"=1'-0"rev:
date:sheet:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448rev:scale:sheet:date:A1.07 HIGH MEADOW, FLORENCE, MAPLANSScale:2 ART STUDIO FLOOR PLAN
1/4" = 1'-0"
Scale:1 ART STUDIO FOUNDATION PLAN
1/4" = 1'-0"
PROJECT
NORTH
A
B
C
D
E
F
1.16.24 CONSTRUCTION DOCUMENT SET
24'-0"
20'-0"
13'-0"
12'-3 1/2"
VIF
14'-6"
5'-0"
2'-0"
10'-0"
63°
27°
7'-6"
2
ADDITION CRAWLSPACE:
3" CLOSED CELL SPRAY FOAM (R21) ON
INTERIOR OF CRAWLSPACE WALLS AND
BELOW SLAB
A B
NOTES:
1.FOOTINGS: 3,000 psi concrete, 10” x 16” on undisturbed or well-compacted soil or
stone, a minimum of 4' below finish grade. Install 2, #4 continuous reinforcing bars 3” up
from the bottom and in from the sides of footing.
2.FOUNDATION WALLS: to be: 3,000 psi poured concrete, 8” thick. Install 2 - #4
continuous reinforcing bars in the top and bottom of foundation walls. Install ½” anchor
bolts in foundation wall, at 4'-0” o.c. max and not more than 12” from corners, to anchor
pressure treated sill plate.
5'-6"
1
CONCRETE FOOTING
BELOW SLAB
12'-6"
7'-6"
1'-4"
8"
8"
8"
8"
8"
8"
8"
DETERMINE IF GRADE CAN BE
LOWERED AT HOUSE FOUNDATION
TO ALIGN TOP OF FOUNDATION
WALLS FOR HALLWAY + ART STUDIO
24'-0"
20'-0"
13'-0"
14'-6"
10'-0"
7'-6"
2
A B
1
2X10" FLOOR FRAMING
@ 16" O.C.
12'-6"
7'-6"
2X6" FLOOR
FRAMING @
12" O.C.
2X10" FLOOR FRAMING
@ 16" O.C.
DS
DS
DS
2x6" PONY WALL:
DOUBLE TOP PLATE WITH P.T.
SILL ON CONCRETE FOOTING
24'-0"
20'-0"
2
A B
1
1'-2"
8"
10"
P.T. WOOD TRELLIS
(SIMILAR TO EXISTING
GARAGE TRELLIS)
2'-2 1/2"
1'-9"
14'-11" VIF
1'-6"
(2) NON-STRUCTURAL 'RAFTER TIES':
DOUBLE 2X'S ATTACHED TO BOTH
SIDES OF TRUSSES
16'-5"
VIF
9'-6"
10'-0"
PARALLEL CHORD ROOF
TRUSSES @ 24" O.C.
PROVIDE BLOCKING IN WALLS
AT TRELLIS SUPPORTS
1'-6"
7'-0"
H
E
A
D
E
R
13'-6
"
VI
F
3'-0"3'-0"3'-0"3'-0"
3'-1"
HEADER
5'-5"
HEADER
6'-1"
HEADER
24'-0"
2
A B
1
1'-6"
2'-2 1/2"
13'-5"
1'-9"
9'-6"
10'-0"
22'-5"
1'-6"
8:12 SLOPE
8:12 SLOPE
4:12 SLOPE
16'-5"
13'-6"
VIF
DS
DS
DS
5"1'-0"TBDSTAINED WOOD TRIM ON FAUX
'RAFTER TIES': DOUBLE LVLS (TBD)
WITH BLOCKING AS NEEDED
TRIM TO BE SIMILAR TO FLOORING
DIMMABLE LED STRIP LIGHTS
ALONG TOP OF FRAMING
1/4"=1'-0"rev:
date:sheet:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448rev:scale:sheet:date:A1.1Scale:4 FOUNDATION PLAN
1/4" = 1'-0"
Scale:3 FLOOR FRAMING PLAN
1/4" = 1'-0"
Scale:2 ROOF FRAMING PLAN
1/4" = 1'-0"Scale:1 ROOF PLAN
1/4" = 1'-0"7 HIGH MEADOW, FLORENCE, MASTRUCTURAL PLANSPROJECT
NORTH
Scale:5 SECTION AT FAUX 'RAFTER TIES'
1" = 1'-0"
1.16.24 CONSTRUCTION DOCUMENT SET
2'-8"SILLA
B
E
ELCATR3716
G
1'-2 3/4"1'-8 1/2"7'-8"VIFCUSTOM
(VERIFY DIM.,
C
D
ELCATR2916
ELCA2935ELCA3343
ELCATR3316 3'-4"SILLALIGN WINDOW HEADS
3'-0"1'-3 3/4"2'-8"
2'-4"3'-7 1/4"1'-3 3/4"4'-11"2'-11 1/8"1'-3 3/4"4'-2 7/8"F
ELCATR73199'-6"SILLMATCH EXISTING)
13'-0"
12'-3 1/2"
VIF
**
1'-6"
1'-6"
10'-0"
ASPHALT ROOFING
6'-8"
METAL GUTTERS
+ DOWNSPOUTS METAL GUTTERS
+ DOWNSPOUTS
104
DETERMINE IF GRADE CAN BE
LOWERED AT HOUSE FOUNDATION
TO ALIGN TOP OF FOUNDATION
WALLS FOR HALLWAY + ART STUDIO
A
B
A
B
A
B
C
D
C
D
2'-7 3/4"
METAL GUTTERS +
DOWNSPOUTS
METAL GUTTERS +
DOWNSPOUTS
10'-0"24'-0"20'-0"
8
12
6" MIN.
1'-5"
2'-9"
ASPHALT ROOFING
TYPICAL EXTERIOR WOOD SIDING AND TRIM (MATCH HOUSE):
PAINTED WOOD HORIZONTAL CHANNEL SIDING WITH 6" EXPOSURE
4" PAINTED WOOD CORNER TRIM
4" PAINTED WOOD DOOR TRIM
NO WINDOW TRIM
P.T. WOOD TRELLIS AT
NORTH ROOF OVERHANG
(4) FIXED WINDOWS TO
MATCH EXISTING HIGH
WINDOWS IN DINING ROOM
MATCH EXISTING EXISTING
EXTERIOR TRIM DETAIL IN
THIS LOCATION
(4) FIXED WINDOWS
G
E
METAL GUTTERS +
DOWNSPOUTSMETAL GUTTER
METAL GUTTERS
+ DOWNSPOUTS
105
EEE
F
G G G
ALIGN NEW FASCIA WITH
EXISTING ROOF FASCIA
AND MATCH PROFILE
rev:
date:sheet:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448rev:scale:sheet:date:A2.07 HIGH MEADOW, FLORENCE, MAEXTERIOR ELEVATIONS + MODELS PICSScale:1 NORTH ELEVATION
1/4" = 1'-0"Scale:2 WEST ELEVATION
1/4" = 1'-0"
Scale:3 SOUTH-EAST ELEVATION
1/4" = 1'-0"Scale:4 SOUTH ELEVATION
1/4" = 1'-0"1/4"=1'-0"1.16.24 CONSTRUCTION DOCUMENT SET
5"1'-0"TBDSTAINED WOOD TRIM ON FAUX
'RAFTER TIES': DOUBLE LVLS (TBD)
WITH BLOCKING AS NEEDED
TRIM TO BE SIMILAR TO FLOORING
DIMMABLE LED STRIP LIGHTS
ALONG TOP OF FRAMING
SS
SSSDIMled strip up lighting18"
37"37"
37"
D
S
DSD
S
18"
18"
42"
18"
6'-0"
DIM
S42"
DIMSDIMled strip up lightingto led strip
up lighting S42"
42"
NOTE FOR ELECTRICIAN:
provide add'l power to track
lights (at both beams) to allow
for additional future track headsS 8'-3"18"
SINGLE POLE SWITCHS
GFCI DUPLEX RECEPTACLE
DUPLEX RECEPTACLE
GFCI
RECEPTACLE @ HEIGHT40"
WALL MOUNTED LIGHT FIXTURE
LED STRIP LIGHT
FLAT PANEL LED CEILING LIGHT
ELECTRIC NOTES:
LOCATE ADDITIONAL MIN. WALL OUTLETS AS REQUIRED BY CODE.
FINAL SWITCH AND FIXTURE LOCATIONS TO BE DETERMINED IN FIELD WITH
OWNER.
WEATHERPROOF DUPLEX RECEPTACLEWP
SINGLE POLE SWITCH WITH DIMMERSDIM
TRACK LIGHTING
OUTDOOR FLOOD LIGHT
SURFACE MOUNT CEILING LIGHT
FLUSH MOUNTED FLOOR DUPLEX RECEPTACLE 7'-6"3'-0"3'-4"SILL1'-1"1'-1"1'-6"1'-6"3'-0"3'-0"
3 1/2"
1'-6"
3 1/2"3 1/2"4"9'-8"floor to beams1'-6"1'-6"3'-0"3'-0"
3 1/2"
1'-6"
3 1/2"2'-0"CLEARDEPTHSOLID SIDE PANEL RETURNS
TO SOUTH EXTERIOR WALL
AT 90 DEGREE ANGLE
4 1
/
2
"
VIF 2'-4"VIF11'-5"4"1'-1"1'-1"Scale:4 SECTION AT FAUX 'RAFTER TIES'
1" = 1'-0"VARIESrev:
date:sheet:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448rev:scale:sheet:date:A3.07 HIGH MEADOW, FLORENCE, MAINTERIOR DETAILS + ELECTRIC PLANScale:3 ELECTRIC PLAN
1/2" = 1'-0"
PROJECT
NORTH 1.16.24
Scale:1 INTERIOR ELEVATION: SOUTH
1/2" = 1'-0"
Scale:2 STORAGE BUILT-IN PLAN
1/2" = 1'-0"CONSTRUCTION DOCUMENT SET
7'-6"
OPEN TO
BEYOND
7'-0"
14'-6"
4
12
8
12
4
12
4'-0"
MIN.
3'-6"
6" min.
EXISTING DOOR AND SIDELITES TO
REMAIN, EXTERIOR SIDING TO BE
REMOVED IN HALLWAY SPACE
GREEN 'TRELLIS' SIDING:
VERIFY IF REMOVAL IS NECESSARY
AT (2) ADJACENT WALLS AND
INSTALL NEW WOOD SIDING
7'-6"
4
12
7'-7 1/2"
SUBFLOOR
TO TOP
PLATE
VIF
DETERMINE IF GRADE CAN BE
LOWERED AT HOUSE FOUNDATION
TO ALIGN TOP OF FOUNDATION
WALLS FOR HALLWAY + ART STUDIO3'-6"3'-6"6'-8"
SLOPED
CEILING
HALLWAY INSULATION:
CLOSED CELL SPRAY FOAM
IN 2X10" ROOF CAVITIES
ART STUDIO ROOF INSULATION:
8" CLOSED CELL SPRAY FOAM AT
ROOF SHEATHING
EXTERIOR WALL INSULATION:
R6 ZIP-R SHEATHING
5.5" ROXUL CAVITY INSULATION
3" PAINTED WOOD
WINDOW TRIM, TYP.
105
CRAWLSPACE INSULATION:
3" CLOSED CELL SPRAY FOAM (R21) AT
INTERIOR FACE OF CONCRETE FROST WALL
FOUNDATION AND RIM JOISTS. COVER WITH
INTUMESCENT PAINT IGNITION BARRIER
DETERMINE IF GRADE CAN BE
LOWERED AT HOUSE FOUNDATION
TO ALIGN TOP OF FOUNDATION
WALLS FOR HALLWAY + ART STUDIO
9'-0"
SUBFLOOR TO
TOP PLATE
8
12
20'-0"
P.T. WOOD TRELLIS AT
NORTH ROOF OVERHANG
(MATCH EXISTING
TRELLIS AT GARAGE)
4'-0"
MIN.
2x6" PONY WALL:
DOUBLE TOP PLATE WITH P.T.
SILL ON CONCRETE FOOTING
4X8' (TBD) WHITE MAGNETIC METAL PANELS
ATTACHED TO WALL ABOVE BASEBOARD
AT ENTIRETY OF THIS WALL
7'-11 1/2"
9'-0"
10'-0"
1'-8"9 1/2"
10'-0"
10'-0"
DEPTH OF CRAWLSPACE
FOUNDATION TO BE VERIFIED
BY G.C.24'-0"
104
3' x 7'
bookcase
(BY OWNER)2'-8"sill7'-7"head9'-0"
SUBFLOOR TO
TOP PLATE
1'-3 1/2"
TRUSS
HEEL
20'-0"
9'-0"
SUBFLOOR TO
TOP PLATE
1'-3 1/2"
TRUSS
HEEL
OPEN TO
BEYOND
6"
min.
1'-5 1/2"
4'-0"
MIN.
8
12
4
12
3'-0"
12'-6"7'-6"
2'-5"
7'-7"
3'-4"
(2) 'RAFTER TIES':
DOUBLE LVLS (SIZE TBD) SECURED TO
SIDES OF ROOF TRUSSES AND BLOCKING
1'-4"
TRUSSES TO BE ENGINEERED
BY TRUSS MANUFACTURER:
CURRENTLY SHOWING 16"
PARALLEL CHORD ROOF
TRUSSES
10'-0"
1'-8"
9 1/2"
10'-0"
rev:
date:sheet:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448rev:scale:sheet:date:A3.17 HIGH MEADOW, FLORENCE, MASECTIONS + MODEL PICSScale:2 SECTION 'B'
1/4" = 1'-0"
Scale:1 SECTION 'A'
1/4" = 1'-0"1/4"=1'-0"Scale:3 SECTION 'D'
1/4" = 1'-0"
Scale:5 SECTION 'C'
1/4" = 1'-0"
Scale:6 SECTION 'E'
1/4" = 1'-0"
Scale:4 SECTION 'F'
1/4" = 1'-0"
1.16.24 CONSTRUCTION DOCUMENT SET
8'-0"3'-1"1'-0"40.5" x 30" flat file 3' x 7'
bookcase6'-3"sill7'-7"head8 1/2"3'-7"2'-5"3'-7"3'-7"2'-5"3'-7"2'-5"8 1/2"
BY OWNER
40.5" x 30" flat file
BY OWNER
BY OWNER7'-6"MATCH EXISTING WINDOW
CASING, STOOL AND APRON
STYLE AND DIMENSIONS
8
12
4
12
9'-8"floor to beams3'-0"4"1'-1"1'-1"3'-6"7'-0"MATCH EXISTING DOOR CASING
STYLE AND DIMENSIONS
OPEN TO
HALLWAY
BEYOND
3'-0"3'-4"sill3'-6"7'-6"3' x 7'
bookcase
(BY OWNER)2'-8"sill7'-7"head9'-8"floor to beamsNO WINDOW APRONS AT
SOUTH WINDOWS
8
12
3'-6"1'-6"3'-1"1'-6"8'-0"MAGNETICMETAL PANELS9'-6"SILL4X8' (TBD) WHITE MAGNETIC
METAL PANELS ATTACHED TO
WALL ABOVE BASEBOARD AT
ENTIRETY OF THIS WALL
Scale:1 INTERIOR ELEVATION: NORTH
1/2" = 1'-0"VARIESrev:
date:sheet:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448rev:scale:sheet:date:A4.07 HIGH MEADOW, FLORENCE, MACONSTRUCTION DOCUMENT SETScale:3 INTERIOR ELEVATION: SOUTH
1/2" = 1'-0"
Scale:2 INTERIOR ELEVATION: EAST
1/2" = 1'-0"
Scale:4 INTERIOR ELEVATION: WEST
1/2" = 1'-0"INTERIOR ELEVATIONS1.16.24
OWNER:
WENDY WOODSON + ERIC POGGENPOHL
7 HIGH MEADOW LANE
FLORENCE, MA 01062
ARCHITECT:
CHAOdesigns, PLLC / Maria Chao
128 Snell Street
Amherst, MA 01002
PH: 413.461.6448
chao.maria@gmail.com
RENOVATION PROJECT INFORMATION
1. ALL WORK TO BE IN COMPLIANCE WITH 780 CMR
MASSACHUSETTS STATE BUILDING CODE, LOCAL ZONING
ORDINANCE, AND ALL OTHER APPLICABLE LAWS AND
REGULATIONS.
2. MECHANICAL, ELECTRICAL AND PLUMBING WORK REQUIRED OF
THIS PERMIT APPLICATION TO BE PERFORMED BY
SUBCONTRACTOR LICENSED IN THE STATE IN WHICH WORK IS
BEING PERFORMED.
3. SUBCONTRACTOR SHALL PROVIDE CERTIFICATION OF GENERAL
LIABILITY INSURANCE AND WORKMAN'S COMPENSATION
COVERAGE, AS REQUIRED BY THE GENERAL CONTRACTOR.
4. CONTRACTOR SHALL COORDINATE AND/OR OBTAIN ALL
BUILDING PERMITS REQUIRED FOR CONSTRUCTION AND
CERTIFICATES OF OCCUPANCY.
5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND
PROCEDURES.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF
SAFETY DURING BUILDING CONSTRUCTION AND SHALL PROVIDE
SHORING AND BRACING TO ENSURE SUCH SAFETY.
7. ALL DIMENSIONS AND SITE CONDITIONS TO BE FIELD VERIFIED
AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE ALL EXISTING UTILITIES WHETHER INDICATED ON PLANS
OR NOT, AND TO PROTECT THEM FROM DAMAGE.
9. ALL DETAILS, SECTIONS, NOTES, OR REFERENCE TO OTHER
DRAWINGS ARE INTENDED TO BE TYPICAL.
10. DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION
OF ANY CHANGES, REVISIONS, MODIFICATIONS AND/OR
DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS,
CONTRACTOR SHALL BRING TO THE ATTENTION OF CHAO
DESIGNS, PLLC AND OBTAIN APPROVAL FROM THE GOVERNING
BUILDING OFFICIAL BEFORE PROCEEDING WITH THE WORK.
11. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS/SPECIFICATIONS.
12. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER
GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE
SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON
THE PROJECT.
GENERAL REQUIREMENTS:
ELEVATION
GRAPHIC SYMBOLS
EXTERIOR ELEVATIONS
INTERIOR ELEVATIONS
BUILDING SECTION
DRAWING LABEL
ROOM TAG
FACE OF DIMENSION
CENTER OF DIMENSION
DOOR TAG
4'-0"
103
SHEET #
T1.0
A1.0
A1.1
A2.0
A3.0
A3.1
A4.0
SHEET TITLE
TITLE SHEET, EXISTING CONDITIONS
PLANS + DOOR SCHEDULE
FRAMING PLANS
EXTERIOR ELEVATIONS, MODEL PICS + WINDOW SCHEDULE
ELECTRIC PLAN + INTERIOR DETAILS
SECTIONS + MODEL PICS
INTERIOR ELEVATIONS
DRAWING INDEX
ASSESSOR'S MAP ID: 30A-084-001 ZONE: WSP
SCOPE OF WORK:
NEW 1-STORY ADDITION TO AN EXISTING SINGLE-FAMILY RESIDENCE.
- ART STUDIO WITH CRAWLSPACE FROST WALL FOUNDATION ON SOUTH SIDE
- CONNECTOR ADDITION
FLAG LOT:REQUIRED EXISTING
LOT AREA:80,000 SF 2.37 ACRES / 103,237 SF
FRONTAGE:50 FT 125 FT
DEPTH:200 FT +/- 600 FT
REQUIRED EXISTING PROPOSED
FRONT SETBACK:40 FT > 100'UNCHANGED
SIDE SETBACK:30 FT +/-62 FT +/-60 FT
REAR SETBACK:60 FT > 100'UNCHANGED
MAX. ALLOW. HEIGHT:35 FT +/-31 FT UNCHANGED
PROJECT DATA LOCUS MAP
scale: N.T.S.4" stepAREA OF WORK:
ADDITION TO HAVE CONNECTOR TO
EXISTING DOOR AT THIS LOCATION
EXISTING STONE WALKWAY
TO BE 'REROUTED' TO
CONNECT TO NEW DOOR
STONE PATIO TO REMAIN,
REARRANGE STONES AROUND
ENTRANCE AT NEW ADDITION
30'-0"30'-0"EXISTING (4) FIXED WINDOWS OVER DOOR
TO BE REMOVED, EXTERIOR CLADDING
AND TRIM TO BE REMOVED TO SHEATHING
REMOVE EXTERIOR TRIM ON THIS
WALL
EXISTING DOOR AND SIDELITES TO REMAIN,
EXTERIOR SIDING TO BE REMOVED IN
HALLWAY SPACE
STONE STEP TO BE RELOCATED
GREEN 'TRELLIS' SIDING: REMOVE
AT WALL WITH EXISTING DOOR,
VERIFY IF REMOVAL IS NECESSARY
AT ADJACENT WALLS
OUT
L
I
N
E
O
F
N
E
W
A
D
D
I
T
I
O
N
OUTLINE OF NEW ADDITION4"
6'-7 1/2"
5"
SOFFIT + EXISTING
DOOR TO REMAIN
(4) WINDOWS TO BE
REMOVED, REMOVE
DRYWALL TO FRAMING
AND PREP FOR NEW
DRYWALL (BOTH SIDES)
NEW ELECTRIC
1'-4"3'-0"
CONFIRM EXISTING WINDOW DIMENSIONS,
NEW 'G' WINDOWS ON NORTH WALL OF
HALLWAY TO MATCH IN SIZE AND SPACING
2'-0"10"2'-0" R.O.7'-3 1/2"9'-7"TOP OF FIRST PLATE1'-8 1/2"6'-7 1/2"
1'-2"
5"8"3 5/8"1'-3"
6'-7 1/2"2"4"5"5 1/2"1'-4"
1'-2 3/4"
1'-8 1/2"4 1/2"4'-5"11'-3"
4 1/2"4 1/2"TITLE SHEET AND EXISTING CONDITIONSrev:
date:sheet:scale:rev:scale:sheet:date:T1.0VARIESScale:2 EXISTING CONDITIONS: HOUSE FIRST FLOOR PLAN
1/8" = 1'-0"Scale:1 SITEPLAN DIAGRAM
1" = 20'-0"CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.64487 HIGH MEADOW, FLORENCE, MAAREA OF
WORK
LANDSCAPE NOTE: VERIFY WITH OWNER THE EXISTING
LANDSCAPE (PLANTS AND STONEWORK) TO BE PRESERVED
DURING CONSTRUCTION OR IF RELOCATING WILL BE NECESSARY
Scale:5 PARTIAL HOUSE EXTERIOR ELEVATION AT DOOR
1/4" = 1'-0"
1.16.24
Scale:4 INTERIOR ELEVATION AT DOOR
1/4" = 1'-0"Scale:3 EXTERIOR ELEVATION AT DOOR
1/4" = 1'-0"CONSTRUCTION DOCUMENT SET30' SETBACK FROM PROPERTY
L
I
N
E 30' SETBACK FROM PROPERTY LINE30' SETBACK FROM PROPERTY LINE
30' SETBACK FROM PROPERTY LINE