18 Sutton Avenue Floor and Elevation PlanD
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SALEM, MA
D
C
18 SUTTON AVENUE
RENOVATIONS TO:
ARCHITECTURAL
A0.0 COVER
X1.0 EXISTING BASEMENT PLAN
X1.1 EXISTING 1ST FLOOR PLAN
X1.2 EXISTING ROOF PLAN
X2.0 EXISTING ELEVATIONS
X2.1 EXISTING ELEVATIONS
A1.0 BASEMENT PLAN
A1.1 1ST FLOOR PLAN
A1.2 2ND FLOOR PLAN
A1.3 ROOF PLAN
A1.4 1ST FLOOR RCP
A1.5 2ND FLOOR RCP
A2.0 ELEVATIONS
A2.1 ELEVATIONS
A3.0 SECTION
S1.0 FOUNDATION PLAN
S1.1 1ST FLOOR FRAMING
S1.2 2ND FLOOR FRAMING
S1.3 ROOF FRAMING
7 KENT STREET, BROOKLINE, MA 02445
TELEPHONE: 617-285-0872
CONCISE DESIGN GROUP
PERMIT SET:
01/26/2024
ZONING ANALYSIS:
DISTRICT: R1
GROSS FLOOR AREA: EXIST. PROPOSED
BASEMENT:0 sf 0 sf
1ST FLOOR: 2,158 sf 2,158 sf
2ND FLOOR:0 sf 846 sf
GARAGE:0 sf 725 sf
TOTAL: 2,158 sf 3,729 sf
1. ALL WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL + STATE BUILDING CODES AND
REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS APPLICABLE TO SPECIFIC TRADES OR
SUBCONTRACTORS.
2. CONTRACTOR SHALL EXAMINE THE PREMISES AND SITE SO AS TO COMPARE THEM TO THE CONTRACT DRAWINGS
AND WILL BE FAMILIAR WITH THE EXISTING CONDITIONS OF THE BUILDING AND ADJACENT PROPERTY PRIOR TO
SUBMISSION OF BID NUMBER. ALLOWANCES ARE TO BE MADE TO INCLUDE ALL ITEMS OF WORK INCLUDING BOTH
LABOR OR MATERIALS FOR ALL NOTED, DETAILS, OR IMPLIED ITEMS REQUIRED TO ATTAIN THE COMPLETED
CONDITIONS PROPOSED IN THE DRAWINGS AND SPECIFICATIONS.
3. ALL SUBCONTRACTORS SHALL INSPECT THE SITE AND CONVEY ANY QUESTIONS REGARDING DESIGN INTENT AND
SCOPE OF WORK TO THE GENERAL CONTRACTOR WHO WILL CONVEY THESE TO THE ARCHITECT PRIOR TO
SUBMITTING A BID AND PRIOR TO COMMENCING WORK.
4. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SUBCONTRACTORS AND SHALL BE
RESPONSIBLE FOR AN ACTS, OMISSIONS, OR ERRORS OF THE SUBCONTRACTORS AND OR PEOPLE DIRECTLY OR
INDIRECTLY EMPLOYED BY THEM.
5. CONTRACTORS SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS INCLUDING THE SAFETY OF
PERSONS AND PROPERTY FOR THE DURATION OF THE PROJECT.
6. CONTRACTOR SHALL CONFORM TO ALL NEIGHBORHOOD ASSOCIATION RULES AND GUIDELINES.
7. CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHOD, AND SEQUENCE OF CONSTRUCTION
SCHEDULING TO BE VERIFIED IN ORDER TO MAINTAIN EXISTING FACILITY FUNCTIONS DURING CONSTRUCTION.
8. ALL CONSTRUCTION MATERIALS AND SUPPLIES ARE TO BE STORED, HANDLED, AND INSTALLED ACCORDING TO
MANUFACTURERS RECOMMENDATIONS .
9. IF ERRORS OR OMISSIONS ARE FOUND IN THE CONTRACT DOCUMENTS, THEY SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT BEFORE PROCEEDING TO WORK.
10. DRAWINGS SCHEMATICALLY INDICATE NEW CONSTRUCTION. THE CONTRACTOR SHALL ANTICIPATE, BASED ON
EXPERIENCE, A REASONABLE NUMBER OF ADJUSTMENTS TO BE NECESSARY TO MEET THE DESIGN OBJECTIVES AND
SHOULD CONSIDER SUCH ADJUSTMENTS AS INCLUDED IN THE SCOPE OF WORK.
11. WHEN SPECIFIC FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OF CALLED FOR IN
THE GENERAL NOTES, THEIR CONSTRUCTION SHALL BE ON THE SAME CHARACTER AS SIMILAR CONDITIONS.
12. ALL DIMENSIONS ARE TO BE TAKEN FROM NUMERIC DESIGNATIONS ONLY; DIMENSIONS ARE NOT TO BE SCALED
OFF OF THE DRAWINGS.
13. DIMENSIONS ARE AS FOLLOWS, UNLESS NOTED OTHERWISE:
A) TO FINISH FACE OF WALL OF EXTERIOR WALL
B) TO CENTERLINE OF COLUMNS
C) TO TOP OF FINISH FLOORS
D) TO BOTTOM OF FINISHED CEILING
14. PROVIDE WEATHERSTRAPPING AT ALL DOORS LEADING FROM HEATED TO UNHEATED AREAS, INCLUDING THE
THRESHOLD
15. CAULK AND SEAL OPENINGS IN BUILDING EXTERIOR TO A THICKNESS OF 1/8" OR GREATER TO PREVENT AIR
INFILTRATION.
16. ALL WALL FRAMING SHALL BE 2x AT 16" ON CENTER UNLESS NOTED OTHERWISE.
17. ALL GYPSUM BOARD SHALL BE 1/2" THICK UNLESS OTHERWISE NOTED.
18. STRUCTURAL WOOD MEMBERS ADJACENT TO CONCRETE ARE TO BE PRESSURE TREATED .
19. THE CONTRACTOR SHALL WARRANTY HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL
COMPLETION.
GENERAL REQUIREMENTS:ENERGY CODE: Prescriptive*
SLAB: R-10 - 4'
STUD WALLS: R-13 + 10ci / R-20+ 5ci / R-13+10ci
MASS WALLS: R-13/17
SUBGRADE WALLS: 15ci/ 19 / 13 + 5ci
CEILING: R-60
FLOORS: R-30
FENESTRATION: U-0.30
SKYLIGHTS: U-0.55
*2021 IECC W/ MA AMENDMENTS
BATH
UP 12R
UNFINISHED
REC ROOM
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Scale:1 EXISTING BASEMENT PLAN
1/8" = 1'-0"
NEW WALL
EXISTING WALL
DEMO WALL
FAMILY ROOM
PORCH
CL
BEDROOM
CL
BATH
CL
KITCHEN LIVING / DINING
DECK
CL
BEDROOM
BEDROOM
L
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Scale:1 EXISTING 1ST FLOOR PLAN
1/8" = 1'-0"
NEW WALL
EXISTING WALL
DEMO WALL
REMOVE SOLAR
PANELS AS REQ'D
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Scale:1 EXISTING ROOF PLAN
1/8" = 1'-0"
NEW WALL
EXISTING WALL
DEMO WALL
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Scale:1 EXISTING FRONT ELEVATION
1/8" = 1'-0"
Scale:2 EXISTING LEFT ELEVATION
1/8" = 1'-0"
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Scale:1 EXISTING REAR ELEVATION
1/8" = 1'-0"
Scale:2 EXISTING RIGHT ELEVATION
1/8" = 1'-0"
BATH
UP 12R
UNFINISHED
REC ROOM
SOFFIT FOR (N)
STAIR ABOVE
INFILL WINDOW
AS REQ'D
NO WORK
NO WORK
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Scale:1 BASEMENT PLAN
1/8" = 1'-0"
NEW WALL
EXISTING WALL
DEMO WALL
FAMILY ROOM
PORCH
CL
CL
BATH
CL
KITCHEN LIVING / DINING
DECK
BEDROOM
MUDROOM
L
16'-0"
21
'
-
6
"
ELEV= -21"
GARAGE
FLR: CONC.
WALLS: PTD. GWB
CLG: PTD. GWB
22'-0"
DN 6R
CL
CL
BE
N
C
H
4'-0" CASED
OPENING
ST
O
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11
'
-
0
"
5'-0"16'-0"
CABANA
FLR: CONC.
WALLS: PTD. GWB
CLG: PTD. GWB
L.O.W
UP 15R
DN
30
6
8
30
6
8
30
6
8
30
6
8
3068
BEDROOM
(N) STAIRS
13
4" SOLID
WOOD DOOR
33
'
-
6
"
TRENCH DRAIN
2' PLANT BED
9'-0"
℄
L.O.W
L.O.W
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Scale:1 1ST FLOOR PLAN
1/8" = 1'-0"
NEW WALL
EXISTING WALL
DEMO WALL
17
'
-
1
1
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16'-0"
5'
-
0
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10
'
-
6
"
4'
-
1
1
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11'-2"
14
'
-
1
1
"
DN 15R
SKYLIGHT
ABOVE
10'-1"
4'-11"7'-0"4'-11"
6'-0"4'-1"
BEDRM
BATHCL
M. BATH
M. CL
M. CL
M. BED
HDWD
FLR
HDWD
FLR
21
'
-
1
1
"
38'-7"
(N) ASPH.
SHINGLES
TILE
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Scale:1 2ND FLOOR PLAN
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NEW WALL
EXISTING WALL
DEMO WALL
2'
-
0
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x
3
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-
6
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O.H. TO MATCH EXISTING
(N) ASPH. ROOF
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MTD. SKYLIGHT
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Scale:1 ROOF PLAN
1/8" = 1'-0"
FAMILY ROOM
PORCH
CL
BEDROOM
CL
BATH
CL
KITCHEN LIVING / DINING
BEDROOM
MUDROOM
L
DN 6R
CL
CL
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GARAGE
CABANA
ST
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GWB
CLG
KEY
MANUAL PULL STATION
EXIT SIGN
HORN STROBE
SEMI-RECESSED EMERGENCY LIGHT ON 90MIN.
REMOTE BATTERY w/BATTERY BACKUP POWER
FACP
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
RECESSED DOWNLIGHT, SEE SCHED.
UNDER CABINET LED LIGHTING, SEE SCHED.
PENDANT FIXTURE
RECESSED BATH EXHAUST FAN
J-BOX FOR WALL SCONCE, P.B.O. AND INSTALLED BY
ELECTRICAL SUBCONTRACTOR
SURFACE MOUNTED FIXTURE
SURFACE MTD. FLORESCENT LIGHT
TRACK LIGHTING
HARDWIRED SPEC. PURPOSE CONNECTION, COORD.
W/ARCH. DWGS.
EXIT
F
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Scale:1 1ST FLOOR RCP
1/8" = 1'-0"
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M. BATH
M. CL
M. CL
M. BED
GWB FLAT
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SL
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MANUAL PULL STATION
EXIT SIGN
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SEMI-RECESSED EMERGENCY LIGHT ON 90MIN.
REMOTE BATTERY w/BATTERY BACKUP POWER
FACP
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
RECESSED DOWNLIGHT, SEE SCHED.
UNDER CABINET LED LIGHTING, SEE SCHED.
PENDANT FIXTURE
RECESSED BATH EXHAUST FAN
J-BOX FOR WALL SCONCE, P.B.O. AND INSTALLED BY
ELECTRICAL SUBCONTRACTOR
SURFACE MOUNTED FIXTURE
SURFACE MTD. FLORESCENT LIGHT
TRACK LIGHTING
HARDWIRED SPEC. PURPOSE CONNECTION, COORD.
W/ARCH. DWGS.
EXIT
F
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-
2
8
5
-
0
8
7
2
CO
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I
S
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D
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G
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P
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REVISEDJO
B
N
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:
SC
A
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:
DA
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:
A1.5
2N
D
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P
18
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D
09
.
2
1
.
2
3
23
1
1
Scale:1 2ND FLOOR RCP
1/8" = 1'-0"
1x6 T&G SIDING,
STAINED
SECOND FLOOR
EL. + 9'-3"
FIRST FLOOR
EL. + 0'-0"
(N) RIDGE
EL. + 23'-2"
5'
-
0
"
6'
-
8
"
1'
-
9
"
x
4
'
-
2
"
1'
-
9
"
x
4
'
-
2
"
1'
-
9
"
x
4
'
-
2
"
1'
-
9
"
x
3
'
-
4
"
1'
-
9
"
x
3
'
-
4
"
1'
-
9
"
x
3
'
-
4
"
1'
-
9
"
x
3
'
-
4
"
(N) 7'-0"x16'-0"
GARAGE DOOR
1x8 AZEK
FASCIA
(N) ASPH.
SHINGLES
(N) ASPH.
SHINGLES T.M.E.
TO
P
P
L
A
T
E
(N) VINYL
SIDING T.M.E.
9'
-
2
"
GARAGE RIDGE
EL. + 11'-8"
6
12 7
12
6
123
12
5
12
(N) VINYL
SIDING T.M.E.
1x8 AZEK
FASCIA
1x6 T&G SIDING,
STAINED
D
7
K
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1
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8
5
-
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REVISEDJO
B
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A2.0
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1
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2
3
23
1
1
Scale:1 FRONT ELEVATION
1/8" = 1'-0"
Scale:2 LEFT ELEVATION
1/8" = 1'-0"
2'
-
0
"
x
4
'
-
6
"
2'
-
0
"
x
4
'
-
6
"
2'
-
0
"
x
4
'
-
6
"
2'
-
0
"
x
4
'
-
6
"
2'
-
0
"
x
4
'
-
6
"
2'
-
0
"
x
4
'
-
6
"
2'
-
0
"
x
3
'
-
6
"
(N) VINYL
SIDING T.M.E.
(N) ASPH.
SHINGLES
(N) ASPH.
SHINGLES
6'-0"x6'-8"3'-0"x6'-8"
1x6 T&G SIDING,
STAINED
7
12 6
12
5
12
1x6 T&G SIDING,
STAINED
1x4 TRIM, TYP.
D
7
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8
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B
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2
1
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2
3
23
1
1
Scale:1 REAR ELEVATION
1/8" = 1'-0"
Scale:2 RIGHT ELEVATION
1/8" = 1'-0"
SECOND FLOOR
EL. + 10'-3"
FIRST FLOOR
EL. + 0'-0"
ATTIC
EL. + 19'-9"
(N) RIDGE
EL. + 24'-4"
(N) M. BED
(N) M. BATH(N) BATH(N) CL
(E) LIVING
4" SLAB
8'
-
0
"
8'
-
0
"
(N) GARAGE SLAB
EL. - 3'-1"
GARAGE RIDGE
EL. + 11'-8"
(N) GARAGE
D
7
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1
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2
3
23
1
1
Scale:1 SECTION
1/8" = 1'-0"
BATH
8"
1'
-
6
"
GARAGE
4" CONC. SLAB REINF. 6x6 W2.9xW2.9
W.W.F., OVER 6 MIL. VAPOR BARRIER
ON 6" MIN. CRUSHED STONE BASE
PROVIDE (2) CONTROL JOINTS
VERIFY LOCATION W/ ARCH.
DROP WALL @ DOOR
T.O.W. 8" MIN.
ABOVE FINISH GRADE
L.O.W
L.O.W
(N) SOFFIT
ABOVE
SL
O
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1 4"(N)
4
x
6
P
S
L
P
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U
.
#5 REBAR
DOWELS
#5 REBAR
DOWELS
(N
)
4
x
6
P
S
L
P
.
U
.
(N) 36x36x12
FOOTING, SEE 1/S1.4
2
S1.4
D
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1
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2
3
23
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Scale:1 FOUNDATION PLAN
1/8" = 1'-0"
FAMILY ROOM
PORCH
CL
BEDROOM
CL
BATH
CL
KITCHEN
LIVING / DINING
BEDROOM
MUDROOM
L
2x4 NON-BRG WALL (N) 2x8 LEDGER w/ JOIST
HANGERS @ EACH JOIST
(3) 14" LVL
(N
)
4
x
6
P
U
+
P
D
GARAGE
CABANA
ST
O
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A
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E
2x6 BEARING WALL
2x6 BRG WALL
(2) 2x6 HDR.(2) 2x6 HDR.
(2) JACK & (1) KING
STUD EA. END
2x
4
N
O
N
-
B
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W
A
L
L
2x
4
O
N
P
.
T
.
CONC. SLAB
UP ON P.T. SILL
(N
)
4
x
6
P
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+
P
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CUT CONC.
WALL AS REQ'D
D
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2
3
23
1
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Scale:1 1ST FLOOR FRAMING
1/8" = 1'-0"
BEDRM
BATH
CL
M. BATH
M. CL
M. CL
M. BED
(2) 2x8
2x6 BRG WALL
(N) #1 2x10
@ 16" O.C.
(N) #1 2x10
@ 16" O.C.
4x
6
P
.
U
.
4x
6
P
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U
.
2x6 BRG WALL
2x12 RIDGE
2
x
6
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2x6
P
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2x12 RIDGE
OV
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SISTER EACH (E)
JOIST TO 2ND
FLOOR w/ 2x12
FROM ABOVE
SISTER EACH (E)
JOIST TO 2ND
FLOOR w/ 2x12
FROM ABOVE
D
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23
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Scale:1 2ND FLOOR FRAMING
1/8" = 1'-0"
(N) 2x10
@ 16" O.C.
(N) 2x10
@ 16" O.C.
(N) 2x8
@ 16" O.C.
(N) 2x8
@ 16" O.C.
(2) 2x10
(3) 16" LVL
(2) 2x10
(2) 2x10
2x12 RIDGE
(2) 2x10 (2) 2x10 (2) 2x10
LV
L
LV
L
LV
L
(2
)
9
1 4"
L
V
L
LV
L
LV
L
(2) 2x6 HDR.
2x8 CEILING JOIST
@ 16" O.C., TYP.
(2) 2x6 HDR.(2) 2x6 HDR.
(2) 2x6 HDR.(2) 2x6 HDR.(2) 2x6 HDR.
D
7
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09
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1
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3
23
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1
Scale:1 ROOF FRAMING
1/8" = 1'-0"
36"W X 36" L X 12"D CONC.
FOOTING
W/ (4) #4 REBAR EW.
4" CONC. SLAB
NOTE WELL: VERIFY BEARING
CAPACITY OF SOIL PRIOR TO
POURING THE FOOTING
FILL W/ GROUT AFTER
SETTING BASEPLATE
NEW 4X4X1/4" HSS
2x4 SHEAR KEY
CONCRETE WALL
PER FOUNDATION PLAN
48
"
M
I
N
.
F
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PER FDN. PLAN
2"CLR.
3"
C
L
R
.
FINISHED GRADE
PER SITE GRADING
PLAN BY OTHERS
WALL SHEATHING OR
SHEARWALL WHERE OCCURS
EQ.EQ.VAPOR BARRIER
CONCRETE SLAB PER
FOUNDATION PLAN
1
2" THICK COMPRESSIBLE FILLER
2x_ STUD WALL
PER FRAMING PLAN
2x6 SILL PLATE OVER 2x6 P.T.
MUDSILL w/ 1
2" Ø ANCHOR BLOTS @
48" O.C. w/ 7" MIN. EMBEDMENT
U.N.O. ON FOUNDATION PLAN
D
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09
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2
1
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2
3
23
1
1
Scale:1 36" PAD FOOTING DETAIL
1/2" = 1'-0" Scale:2 GARAGE WALL DETAIL
3/4" = 1'-0"
FOUNDATION NOTES
1. FOUNDATION STEM WALLS TO BE 8" THICK X AS DIMENSIONED
POURED CONCRETE (MIN. COMPRESSION = 3000 psi)
2. PROVIDE 5/8" dia. STEEL ANCHOR BOLTS w/ 3" X 3" X 1/4" PLATE
WASHERS @ MIN. 38" OR LESS o.c. CORNER ANCHORS
TO BE 12" FROM CORNER
3. PROVIDE VERTICAL #6 RE-BAR (min.) @ 40" o.c. TIED TO
FOOTING RE-BAR
4. PROVIDE (2) - HORIZONTALLY ORIENTED RE-BAR AT
MID HEIGHT OF STEM WALL AND 3" FROM TOP OF
STEM WALL RE-BAR TO BE CONTINUOUS
5. FOOTING TO BE POURED CONCRETE 10" THICK BY
24" WIDE
6. FOOTING REINFORCEMENT TO BE (3) - #4 RE-BAR
CONTINUOUS THROUGHOUT FOOTING AND TIED
TO VERTICAL #4 RE-BARS
7. PROVIDE KEYWAY IN FOOTING
8. PROVIDE BITUMINOUS WATERPROOFING TO FOUNDATION &
SEAM BETWEEN FOOTING & STEM WALL.
9. FOOTING TO BE SET ON UNDISTRIBUTED SOIL. IF CLAY
IS ENCOUNTERED, PLEASE NOTIFY ARCHITECT.