31B-242 146 Elm Street-PLANS-Smith College-Historical Commission-7-9-2014.pdf c Copyright Cutler Design, Inc.
43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
A s s o c i a t e s
LIST OF DRAWINGS
COVER SHEET
DESIGN DAY MECHANICALS
148 Beaver Ridge Rd.
Center Barnstead, NH 03225
PH (603) 269-7253 * FAX (603) 269-7253
DESIGN DAY MECHANICALS
1308 Grafton Street
Worcester, Massachusetts 01604
PHONE: (508) 757-7793 * FAX: (508) 753-2309
SHEPHERD ENGINEERING, INC.
ELECTRICAL CONSULTANTS48 Constitution Drive
Bedford, NH 03110
PH (603) 472-4488 * FAX (603) 472-9747
TF MORAN Inc.
4 Allen Place
Northampton, MA 01060
PH (413) 582-7000 * FAX (413) 582-7005
www.berkshiredesign.com
148 Beaver Ridge Rd.
Center Barnstead, NH 03225
PH (603) 269-7253 * FAX (603) 269-7253
THE BERKSHIRE DESIGN GROUP
43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
D e s i g n RYBAK ENGINEERING, INC.
132 Forest Avenue
Warren, MA 01083-0709
PH (413) 436-5500 * FAX (413) 436-5563
www.rybak-fpc.com
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SMITH COLLEGE
RESIDENCE CONVERSION 146 ELM STREET
NORTHAMPTON, MA
HISTORICAL COMMISSION REVIEW JULY 9, 2014
LIST ARCHITECTURAL
A002EXISTING CONDITIONS - EXTERIOR
A003EXISTING CONDITIONS - EXTERIOR
A101BASEMENT AND FIRST FLOOR PLANS
A102SECOND AND THIRD FLOOR PLANS
A201EXTERIOR ELEVATIONS
A503PORCH AND RAMP DETAILS
A602WINDOW TYPES, SCHEDULE & DETAILS
c Copyright Cutler Design, Inc.
Consultant Address Line 1
Consultant Address Line 2
Consultant Title
43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
PROJECT NUMBER:
DRAWN:
DPM CHECK:
SHEET IDENTIFICATION:
SHEET TITLE:
DESCRIPTIONDATEMARK
D e s i g n
STAMP:
KEY PLAN:
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EXISTING
CONDITIONS -
EXTERIOR
A002
SMITH COLLEGE
HISTORICAL
COMMISSION REVIEW
13067
SOS
MB
07/09/14HISTORICAL COMM REVIEWF
RESIDENCE
CONVERSION
146 ELM STREET
NORTHAMPTON, MA
FRONT ELEVATION - SPRING FRONT ELEVATION - FALL FRONT ELEVATION - FALL SHARED DRIVEWAY FROM ELM STREET
SHARED DRIVEWAY FROM BACK DRIVEWAY SIDE ELEVATION BACK ELEVATION PATIO SIDE ELEVATION
PATIO SIDE ELEVATION PATIO SIDE ELEVATION PATIO SIDE ELEVATION PATIO SIDE ELEVATION
BACK ELEVATION
c Copyright Cutler Design, Inc.
Consultant Address Line 1
Consultant Address Line 2
Consultant Title
43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
PROJECT NUMBER:
DRAWN:
DPM CHECK:
SHEET IDENTIFICATION:
SHEET TITLE:
DESCRIPTIONDATEMARK
D e s i g n
STAMP:
KEY PLAN:
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EXISTING
CONDITIONS -
EXTERIOR
A003
SMITH COLLEGE
HISTORICAL
COMMISSION REVIEW
13067
SOS
MB
07/09/14HISTORICAL COMM REVIEWF
RESIDENCE
CONVERSION
146 ELM STREET
NORTHAMPTON, MA
WINDOW HEADAPPROACH TO FRONT PORCHCORNER OF PORCH ROOFGUTTER AT ROOF EAVE
TYPICAL WINDOWFRONT PORCH AT ENTRY DOORPORCH CORNER AT POST AND RAILINGGUTTERS AT ROOF EAVES
WINDOW SILLPORCH RAILINGPORCH TRIM AT CORNER POSTPORCH TRIM AT POST
DN
DN
DN
REF.
DN
UP
DN
D
W
A201
1
A2014
A201
A201
3
2
NEW ACCESSIBLE
RAMP
A4018
7
10109
KITCHEN
102
HALL
101
ENTRY
107
BATH
106
COMMON ROOM
PORCH
EXIST
PORCH
EXIST
PORCH
EXIST
PORCH
105
BEDROOM
104
BEDROOM
104A
CLOSET
10
3
A
CL
O
S
E
T
105A
CLOSET
103
ACC BEDROOM
NEW
BITUMINOUS
WALKWAY
BUILT-IN
WALL OVEN
COOK TOP
108
ENTRY
SHELVES
ø 5' - 0 "
ø 5 ' - 0 "
110
LAUNDRY
10
1
.
1
104.1 103.1
105.1
107.1
10
5
.
2
10
4
.
2
103.2
1A
1A
4
2
2
2A
1
1
1
1
2A
2B 1B
1B
1B
1
1
1
1
INFILL EXISTING EXTERIOR
WALL OPENING
INFILL EXISTING EXTERIOR
WALL OPENING
W1
INFILL EXISTING
FLOOR OPENING -
SEE STRUCT DWGS
NEW BITUMINOUS
WALKWAY
A401 6
3
4
5
A401
2
1
9
EXISTING
BITUMINOUS
WALKWAY
NEW PORCH STRUCTURE,
POSTS, DECKING, RAILINGS AND
BALUSTRADE
W2W2
W3
W4
W4
W3
W2
W2
W2
W13
W3
W4
W4
W3
EXISTING FRENCH DOORS TO BE
PAINTED & SECURED FOR NO ENTRY
OR EGRESS
10
2
.
1
SECURE EXISTING DOOR
8"
SECURE
DOOR
3 3
5
5
5
5
5
5
5
5
5
5
5
12" ADJUSTABLE SHELVING
ABOVE
18" SOLID SURFACE COUNTERTOP
W/ ANGLED SUPPORTS BELOW
12" ADJUSTABLE
SHELVING ABOVE
VENT DRYER EXHAUST
THRU WALL
2 108.1
PANTRY
UNIT
EXISTING FRENCH DOORS TO BE
PAINTED & SECURED FOR NO
ENTRY OR EGRESS
3
A101
ENCLOSE EXISTING
FIREPLACE & MANTLE
(TYP 2 LOCATIONS)
1' - 6"5' - 4"1' - 6"3' - 2"4' - 0"
FOF
FOF
FOF1'
-
7
"
7'
-
7
"
2'
-
9
"
6'
-
9
"
10
'
-
6
1
/
2
"
4'
-
8
"
2'
-
0
"
EXISTING FRENCH DOORS TO BE
PAINTED & SECURED FOR NO
ENTRY OR EGRESS
2'
-
0
"
FOF
FOF
EQ
EQ
1B
1' - 2"5' - 4 3/4"5' - 0 1/2"3' - 11 3/8"
FO
F
FO
F
INFILL EXISTING FLOOR
OPENING - SEE STRUCT
DWGS
2A
2A
ALTERNATE 1:
REPLACE EXISTING PORCH, STAIR AND ROOF WITH
ACCESSIBLE 5 FT WIDE EGRESS RAMP (MIN 42 FT OF
RAMP W/ 2 LANDINGS), STAIRS TO GRADE, PIPE RAILINGS
AT RAMP AND STAIRS, SHED ROOF STRUCTURE AT TOP
LANDING CONNECTED TO EXISTING EXTERIOR WALL;
REPLACE EXISTING DOOR, FRAME AND STORM DOOR W/
3'-0" x 6'-8" TYPE G DOOR, WOOD FRAME, TRIM TO MATCH
EXISTING AND STORM DOOR.
1
A503
2
A503
NEW STORM DOOR
NEW HANDRAIL -
PAINTED
DS
DS
DS
DS
DS
DS
DOWN SPOUT (TYP)
DE
S
K
(B
Y
O
W
N
E
R
)
BED
(BY OWNER)
DR
E
S
S
E
R
(B
Y
O
W
N
E
R
)
ø 5' - 0"
ø 5' - 0"
A201
1
A2014
A201
A201
3
2
B01
BASEMENT
GAS WATER
METER
ELEC
PANEL
WATER
HEATER
BOILER
UNEXCAVATED
UN
E
X
C
A
V
A
T
E
D
UN
E
X
C
A
V
A
T
E
D
UNEXCAVATED
UN
E
X
C
A
V
A
T
E
D
B0
1
.
1
EXISTING UTILITY SINKS
W10
W11
34
W10
W10
INFILL EXISTING FLOOR
OPENING ABOVE - SEE
STRUCT DWGS6
6 6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
66
6
6
INFILL EXISTING FLOOR DEPRESSION
W/ CONCRETE - FINISHED SURFACE
TO BE FLUSH W/ SURROUNDING
CONCRETE SLAB - SEE STRUCT DWGS
NOTES:
1. FILL ALL HOLES / VOIDS IN THE FOUNDATION
WALLS, BOTH INTERIOR AND EXTERIOR OF
BUILDING, WITH MASONRY AND MORTAR.
2. REPLACE ALL BROKEN OR MISSING BRICK, ON
EXTERIOR OF FOUNDATION, WITH FULL BRICK
UNITS.
3. REPOINT ALL MORTAR JOINTS IN THE FOUNDATION
WALL AS REQUIRED FOR A WEATHER-TIGHT
FOUNDATION WALL.
EXISTING LALLY COLUMNS
EXISTING LALLY COLUMN
(U
.
N
.
O
.
)
2'
-
0
"
C
L
E
A
R
4' - 0" CLEAR (U.N.O.)
1'
-
0
"
METAL COAT ROD AND
PAINTED WOOD SHELF -
SEE DETAIL 5/A502
WOOD DOOR FRAME
AND CASING - PAINTED
WOOD DOOR - PAINTED
NOTE:
SEE FLOOR PLANS FOR
WALL TYPES
NOTE:
AT ACCESSIBLE UNITS
PROVIDE (1) PAINTED
WOOD SHELF ON
ADJUSTABLE STANDARDS
AND BRACKETS W/ COAT
ROD - SEE DETAIL 6/ A502
@ ACCESSIBLE UNITS
5'-0" CLEAR (U.N.O.)
c Copyright Cutler Design, Inc.
Consultant Address Line 1
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Consultant Title
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43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
PROJECT NUMBER:
DRAWN:
DPM CHECK:
SHEET IDENTIFICATION:
SHEET TITLE:
DESCRIPTIONDATEMARK
D e s i g n
STAMP:
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BASEMENT AND
FIRST FLOOR
PLANS
A101
SMITH COLLEGE
HISTORICAL
COMMISSION REVIEW
13067
SOS
MB
07/09/14FHISTORICAL COMM REVIEW
06/20/14EISSUED FOR GMP/PERMIT
04/28/14DHISTORICAL COMM. REVIEW
12/10/13CSCHEMATIC ESTIMATE
11/25/13PROGRESSB
11/06/13OWNER PROGRESS REVIEWA
RESIDENCE
CONVERSION
146 ELM STREET
NORTHAMPTON, MA
SCALE: 1/4" = 1'-0"2 FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"1 BASEMENT PLAN
SCALE: 1/2" = 1'-0"3 TYPICAL CLOSET PLAN
SEE STRUCTURAL PLAN FOR
PORCH AND RAMP FOUNDATIONS
EXISTING
DEPRESSED
FLOOR
UP
DN
DN
A201
3
208
BEDROOM
208A
CLOSET
207
BEDROOM
205
HALL206
BATH
202A
CLOSET
202
BEDROOM
203
BEDROOM
203A
CLOSET
204
HALL
201
COMMON ROOM
EXIST ROOF
BELOW
EXIST ROOF
BELOW
EXIST ROOF
BELOW
EXIST ROOF
BELOW
EXIST ROOF
BELOW
20
7
A
CL
O
S
E
T
206.1
20
8
.
2
20
8
.
1
20
2
.
2
207.2
207.1
1A
2B
1B
1
1
1B
1B
1A
1
1
3
1
2
1
1
2
A401
11
12
13
14
4
203.2
W6
W6W6
W7
W7 W7
W7
W6
W8
W8
W5
W6.1
W5
202.1 203.1
2'
-
0
"
2'
-
0
"
CLR
2' - 0"
4' - 0" CLR
20
4
.
1
3
3
A101
NEW PAINTED WOOD
SHELF & CLOSET POLE
5
5
5
5
5
5
15' - 10"
9' - 2"
FOF
FOF FOF
FOF
4' - 1 1/4"
201.1
INFILL EXISTING FLOOR
OPENING - SEE STRUCT
DWGS
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS THAT
MEETS NORTHAMPTON HISTORICAL
COMMISSION STANDARDS
10' - 5 1/8"5' - 0 3/4"
9' - 2"
5' - 11"
12' - 7 1/2"
6' - 6 1/4"
LINE OF SOFFIT
ABOVE
2A
2A
2A
LINE OF SOFFIT
ABOVE
5
204.2
DOWNSPOUT (TYP)
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS THAT
MEETS NORTHAMPTON HISTORICAL
COMMISSION STANDARDS
NEW HALF ROUND 5" GALV STEEL
GUTTER WITH HANGERS AND
DOWNSPOUTS THAT MEETS
NORTHAMPTON HISTORICAL
COMMISSION STANDARDS
NEW HANDRAIL -
PAINTED
A201
3
ATTIC
ATTIC
303
STORAGE
301
HALL 302
STORAGE
EXIST ROOF EXIST ROOF
EXIST ROOFEXIST ROOF
EXIST ROOFEXIST ROOF
EXIST ROOF EXIST ROOF
INFILL EXISTING FLOOR
OPENING AT FORMER
CHIMNEY LOCATION
W9
W9
5
5
5 5
55
5
5
5
5
5
5
5
5
EXIST ROOF
INFILL EXISTING FLOOR
OPENING AT FORMER
WHOLE HOUSE FAN
LOCATION
DOWNSPOUT (TYP)
ATTIC INSULATION NOTE:
1. INSTALL 2" OF CLOSED CELL SPRAY FOAM
INSULATION WITHIN JOIST BAYS.
2. INSTALL BLOWN IN CELLULOSE INSULATION IN
THICKNESS TO ACHIEVE A MIN TOTAL OF R49
3. INSTALL WOOD FRAMING AND PLYWOOD ON TOP
OF EXISTING ATTIC JOISTS
ATTIC INSULATION NOTE:
1. INSTALL 2" OF CLOSED CELL SPRAY FOAM
INSULATION WITHIN JOIST BAYS.
2. INSTALL BLOWN IN CELLULOSE INSULATION IN
THICKNESS TO ACHIEVE A MIN TOTAL OF R49
3. INSTALL WOOD FRAMING AND PLYWOOD ON TOP
OF EXISTING ATTIC JOISTS
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS THAT
MEETS NORTHAMPTON HISTORICAL
COMMISSION STANDARDS
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS THAT
MEETS NORTHAMPTON HISTORICAL
COMMISSION STANDARDS
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS THAT
MEETS NORTHAMPTON HISTORICAL
COMMISSION STANDARDS
c Copyright Cutler Design, Inc.
Consultant Address Line 1
Consultant Address Line 2
Consultant Title
N
43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
PROJECT NUMBER:
DRAWN:
DPM CHECK:
SHEET IDENTIFICATION:
SHEET TITLE:
DESCRIPTIONDATEMARK
D e s i g n
STAMP:
KEY PLAN:
7/9/2014 3:55:30 PM
C:\Users\soshea\Documents\13067 146 Elm Street_RA2014_soshea.rvt
SECOND AND
THIRD FLOOR
PLANS
A102
SMITH COLLEGE
HISTORICAL
COMMISSION REVIEW
13067
SOS
MB
07/09/14FHISTORICAL COMM REVIEW
06/20/14EISSUED FOR GMP/PERMIT
04/28/14DHISTORICAL COMM. REVIEW
12/10/13CSCHEMATIC ESTIMATE
11/25/13PROGRESSB
11/06/13OWNER PROGRESS REVIEWA
RESIDENCE
CONVERSION
146 ELM STREET
NORTHAMPTON, MA
SCALE: 1/4" = 1'-0"1 SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"2 THIRD FLOOR PLAN
ROOF
130' - 0"
BASEMENT
92' - 6"
FIRST FLOOR
100' - 0"
SECOND FLOOR
110' - 0"
THIRD FLOOR
119' - 4"
101.1
W6 W6 W6
W3
W3
NEW HALF ROUND 5" GALV STEEL
GUTTER WITH HANGERS AND
DOWNSPOUTS (NOT SHOWN) THAT
MEETS NORTHAMPTON HISTORICAL
COMMISSION STANDARDS
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS (NOT
SHOWN) THAT MEETS NORTHAMPTON
HISTORICAL COMMISSION STANDARDS
WOOD FRAMED ACCESSIBLE RAMP
WITH COMPOSITE DECKING, WOOD
POSTS AND PAINTED DOUBLE
METAL PIPE RAIL WOOD FRAMED PORCH WITH
COMPOSITE DECKING, PAINTED WOOD
RAIL AND COMPOSITE BALUSTRADE,
TRIM BOARDS AND LATTICE - MATCH
EXISTING PROFILES
ROOF
130' - 0"
BASEMENT
92' - 6"
FIRST FLOOR
100' - 0"
SECOND FLOOR
110' - 0"
THIRD FLOOR
119' - 4"
INFILL EXISTING WINDOW
OPENING - MATCH EXPOSURE
AND PROFILE - TOOTH IN NEW
SIDING W/ EXISTING - PAINT
WOOD FRAMED ACCESSIBLE RAMP
WITH COMPOSITE DECKING, WOOD
POSTS AND PAINTED DOUBLE
METAL PIPE RAIL
WOOD FRAMED PORCH WITH
COMPOSITE DECKING, PAINTED WOOD
RAIL AND COMPOSITE BALUSTRADE,
TRIM BOARDS AND LATTICE - MATCH
EXISTING PROFILES
W5 W8 W8
W9
W7 W7
W4W4
W2W2
W10
W2
PATCH EXISITNG ROOF @ FORMER
CHIMNEY- SEE STRUCTURAL DWGS -
INSTALL PLYWOOD ROOF SHEATHING,
AIR BARRIER MEMBRANE AND
FIBERGLASS SHINGLES TO MATCH
NEW HALF ROUND 5" GALV
STEEL GUTTER WITH
HANGERS AND DOWNSPOUTS
(NOT SHOWN) THAT MEETS
NORTHAMPTON HISTORICAL
COMMISSION STANDARDS
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS (NOT
SHOWN) THAT MEETS NORTHAMPTON
HISTORICAL COMMISSION STANDARDS
ROOF
130' - 0"
BASEMENT
92' - 6"
FIRST FLOOR
100' - 0"
SECOND FLOOR
110' - 0"
THIRD FLOOR
119' - 4"
B01.1
W1
W6.1
W6
W3W3W11
6
A602
INFILL OPENING W/ BRICK -
PAINT TO MATCH EXISTING
BRICK
W12
INFILL EXISTING WINDOW
OPENING - MATCH EXPOSURE
AND PROFILE - TOOTH IN NEW
SIDING W/ EXISTING - PAINT
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS (NOT
SHOWN) THAT MEETS NORTHAMPTON
HISTORICAL COMMISSION STANDARDS
NEW HALF ROUND 5" GALV STEEL GUTTER
WITH HANGERS AND DOWNSPOUTS (NOT
SHOWN) THAT MEETS NORTHAMPTON
HISTORICAL COMMISSION STANDARDS
SEE GENERAL NOTE #7
(TYP ALL SHUTTERS)
ROOF
130' - 0"
BASEMENT
92' - 6"
FIRST FLOOR
100' - 0"
SECOND FLOOR
110' - 0"
THIRD FLOOR
119' - 4"
W9
W7 W7
W4 W4
W10
W10
W2
W5
W2
34
WOOD FRAMED ACCESSIBLE RAMP
WITH COMPOSITE DECKING, WOOD
POSTS AND PAINTED DOUBLE
METAL PIPE RAIL
WOOD FRAMED PORCH WITH
COMPOSITE DECKING, PAINTED WOOD
RAIL AND COMPOSITE BALUSTRADE,
TRIM BOARDS AND LATTICE - MATCH
EXISTING PROFILES
PATCH EXISITNG ROOF @ FORMER
CHIMNEY- SEE STRUCTURAL DWGS -
INSTALL PLYWOOD ROOF SHEATHING,
AIR BARRIER MEMBRANE AND
FIBERGLASS SHINGLES TO MATCH
1.THIS PROJECT IS WITHIN THE ELM STREET HISTORIC DISTRICT IN THE CITY OF NORTHAMPTON. THE
NORTHAMPTON HISTORICAL COMMISSION WILL CONDUCT AN EXTERIOR BUILDING DESIGN REVIEW OF
PROPOSED IMPROVEMENTS, ADDITIONS AND MODIFICATIONS.
2.REFER TO CIVIL DRAWINGS PREPARED BY THE BERKSHIRE DESIGN GROUP THAT SHOW EXISTING
CONDITION, LANDSCAPE REMOVAL, SITE IMPROVEMENTS, LANDSCAPE AND UTILITY PLANS.
3. EXISTING PORCH ROOF STRUCTURE TO BE SHORED PRIOR TO REMOVAL OF FRONT PORCH AND PORCH
STRUCTURE. TAKE APPROPRIATE PRECAUTIONS TO MINIMIZE DAMAGE TO EXISTING ROOF, ROOF
STRUCTURE, PORCH CEILING AND SURROUNDING ELEMENTS.
4. NEW ACCESSIBLE RAMP IS DESIGNED AND IS TO BE CONSTRUCTED TO MEET THE REQUIREMENTS OF 521
CMR FOR ACCESSIBLE RAMPS INCLUDING SLOPES NO GREATER THAN (1:12) AND HANDRAILS/GUARDRAILS.
5. WHERE EXISTING EXTERIOR WINDOWS ARE REMOVED INFILL WALL CAVITIES WITH NEW WOOD STUDS,
EXTERIOR WALL SHEATHING, INSULATION AND VAPOIR BARRIER. INSTALL GYPSUM BOARD PANELS ON
INTERIOR SIDE OF WALL. INSTALL AIR BARRIER BELOW NEW WOOD SIDING THAT MATCHES SIZE AND
PROFILE OF EXISTING SIDING. TOOTH IN NEW SIDING WITH THE EXISTING. PAINT SIDING TO MATCH HOUSE
COLOR. BACK PRIME ALL SIDING PRIOR TO INSTALLATION.
6. SCRAPE AND SAND THE HOUSE, INCLUDING ALL TRIM AND PORCHES, IN PREPARATION FOR PAINTING THE
ENTIRE EXTERIOR OF THE HOUSE. APPLY ONE COAT OF PRIMER ON THE ENTIRE HOUSE, INCLUDING TRIM,
AND TWO COATS OF FINISH PAINT TO THE ENTIRE HOUSE INCLUDING ALL TRIM. MATCH EXISTING HOUSE
BODY AND TRIM COLORS. PAINT COLORS TO BE APPROVED BY ELM STREET HISTORIC DISTRICT.
7. UNFASTEN AND REMOVE ALL EXISTING SHUTTERS. INSPECT ALL SHUTTERS FOR DAMAGE AND REPAIR IF
NEEDED. SCRAPE AND SAND ALL SIDES IN PREPARATION FOR PAINTING. INSPECT ALL SHUTTER
CONNECTION HARDWARE REPAIR OR REPLACE IF NEEDED. REINSTALL SHUTTERS AFTER HOUSE BODY AND
TRIM HAS BEEN PAINTED.
8. REMOVE AND REPLACE WINDOWS AS NOTED ON AD101 & AD102. REMOVE SASHES, SASH CORDS,
WEIGHTS AND OTHER MISCELLANEOUS HARDWARE ITEMS. INSULATE ALL WEIGHT POCKETS PRIOR TO
INSTALLING NEW WINDOWS.
9. NEW REPLACEMENT WINDOWS ARE TO MEET REQUIREMENTS OF THE ELM STREET HISTORIC DISTRICT
DESIGN CRITERIA FOR STYLE AND COLOR. REPLACEMENT WINDOWS ALSO MUST MEET REQUIREMENTS OF
SMITH COLLEGE FOR DESIGN, COLOR AND PERFORMANCE.
10. FILL ALL HOLES / VOIDS IN THE FOUNDATION WALLS WITH MASONRY TO PROVIDE FOR A WEATHER
TIGHT BUILDING ENVELOPE. REPOINT ALL MORTAR JOINTS IN THE FOUNDATION WALL AS REQUIRED FOR A
WEATHER TIGHT FOUNDATION WALL.
GENERAL EXTERIOR NOTES
c Copyright Cutler Design, Inc.
Consultant Address Line 1
Consultant Address Line 2
Consultant Title
43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
PROJECT NUMBER:
DRAWN:
DPM CHECK:
SHEET IDENTIFICATION:
SHEET TITLE:
DESCRIPTIONDATEMARK
D e s i g n
STAMP:
KEY PLAN:
7/
9
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5
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:
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7
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EXTERIOR
ELEVATIONS
A201
SMITH COLLEGE
HISTORICAL
COMMISSION REVIEW
13067
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07/09/14FHISTORICAL COMM REVIEW
06/20/14EISSUED FOR GMP/PERMIT
04/28/14DHISTORICAL COMM. REVIEW
12/10/13CSCHEMATIC ESTIMATE
11/25/13PROGRESSB
11/06/13OWNER PROGRESS REVIEWA
RESIDENCE
CONVERSION
146 ELM STREET
NORTHAMPTON, MA
SCALE: 1/8" = 1'-0"1 NORTH ELEVATION
SCALE: 1/8" = 1'-0"2 EAST ELEVATION
SCALE: 1/8" = 1'-0"3 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"4 WEST ELEVATION
VA
R
I
E
S
(
2
9
"
M
A
X
)
3
'
-
0
"
1
1
/
2
"
3
1
/
2
"
2
'
-
5
1
/
4
"
1
3
/
4
"
FINISH FLOOR
SUB FLOOR
EXIST
JOIST
EXIST
BRICK
FOUNDATION
2
8
2
6
2
6
2
6
COMPOSITE WOOD RAIL -
PAINT
3/4" THICK COMPOSITE
WRAPPED P.T. WOOD POSTS
- PAINT
1 1/2" NOM. SQUARE
COMPOSITE BALUSTERS -
PAINT
3/4" THICK COMPOSITE BASE
TRIM - PAINT
RE-INSTALL EXISTING SALVAGED
WOOD BRACKETS (TYP) - PAINT
1" NOM. THICK COMPOSITE
DECKING W/ SURFACE
FASTENERS
3/4" THICK COMPOSITE
TRIM BOARDS - PAINT
1/2" THICK COMPOSITE
LATTICE - PAINT
3/4" THICK COMPOSITE TRIM
BOARDS - PAINT
NOTES:
1. NEW PORCH POSTS, RAILINGS, BALUSTERS, DECKING AND TRIM
COMPONENTS SHALL MEET DESIGN REQUIREMENTS OF THE ELM
STREET HISTORIC COMMISSION. VERIFY SIZES AND PROFILES OF
EXISTING COMPONENTS PRIOR TO REMOVAL OF EXISTING PORCH
STRUCTURE.
2. SEE STRUCTURAL DRAWINGS FOR NEW PORCH STRUCTURE
DETAILING AND NOTES.
3/
8
"
6"
1"
1
3
/
4
"
4"
2
1
/
2
"
1'
-
2
3
/
4
"
+
/
-
4
1
/
2
"
1"
1"
3 1/2"
1"
3 1/2"
EXISTING SHINGLES
3'
-
0
"
SLOPE 1/8" PER FT
EXISTING PORCH ROOF BEAM -
PAINT
NEW HALF ROUND GALVANIZED
STEEL GUTTER W/ HANGERS
2
8
BRACE BACK TO STRUCTURE
@ 4'-0" OC
4"
3/4"5"3/4"
EXISTING CLAPBOARD
SIDING - PAINT
3/4" THICK COMPOSITE
TRIM BOARD - PAINT
EXIST FINISH FLOOR
EXIST SUB FLOOR
EXIST
JOIST
EXIST BRICK FOUNDATION
2
8
2
6
2
6
2
6
NOTES:
1. NEW PORCH POSTS, RAILINGS, BALUSTERS, DECKING AND TRIM
COMPONENTS SHALL MEET DESIGN REQUIREMENTS OF THE ELM
STREET HISTORIC COMMISSION. VERIFY SIZES AND PROFILES OF
EXISTING COMPONENTS PRIOR TO REMOVAL OF EXISTING PORCH
STRUCTURE.
2. SEE STRUCTURAL DRAWINGS FOR NEW PORCH STRUCTURE
DETAILING AND NOTES.
SLOPE 1/8" PER FT
4
R
@
6
3
/
4
"
=
2
'
-
3
"
(
V
I
F
)
1' - 2"3T @ 11" = 2'-9"
2'
-
1
0
"
NEW WEATHERSTRIPPED EXTERIOR
WOOD DOOR INSTALLED IN EXIST
WOOD FRAME - MODIFY EXIST
THRESHOLD AT COMPOSITE DECKING
2'
-
1
0
"
3'
-
4
"
METAL PIPERAIL - PAINTED
PAINTED WOOD POST BEYOND
COMPOSITE DECKING, STAIR
TREADS AND RISERS
COMPOSITE POST CAP AND TRIM
COMPOSITE BALUSTERS - PAINTED
BITUMINOUS PAVING -
SEE CIVIL DWGS
CONC PAD - SEE
STRUCT DWGS
WOOD RAIL BEYOND - PAINTED
2
8
1/
2
"
M
A
X
3/4"
5"
3/4"
2
6
CONTINUOUS PIPERAIL - PAINT
3/4" THICK COMPOSITE
WRAPPED P.T. WOOD POSTS
- PAINT
3/4" THICK COMPOSITE BASE
TRIM - PAINT
1" NOM. THICK COMPOSITE
DECKING W/ SURFACE
FASTENERS
3/4" THICK COMPOSITE
TRIM BOARDS - PAINT
NOTES:
1. SEE STRUCTURAL DRAWINGS
FOR NEW RAMP STRUCTURE
DETAILING AND NOTES.
3/4"5"3/4"
T. O. LANDING BEYOND
POST BEYOND AT LANDING
3
1
/
2
"
1
1
/
2
"
VA
R
I
E
S
COMPOSITE POST CAP
AND TRIM - PAINT
3/4" THICK COMPOSITE
TOE KICK - PAINT
2
6
2x6 P.T. FRAMING BEYOND -
SEE STRUCT DWGS
GROUND COVER / SHRUBBERY -
SEE LANDSCAPING PLAN
c Copyright Cutler Design, Inc.
Consultant Address Line 1
Consultant Address Line 2
Consultant Title
43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
PROJECT NUMBER:
DRAWN:
DPM CHECK:
SHEET IDENTIFICATION:
SHEET TITLE:
DESCRIPTIONDATEMARK
D e s i g n
STAMP:
KEY PLAN:
7/
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PORCH AND RAMP
DETAILS
A503
SMITH COLLEGE
HISTORICAL
COMMISSION REVIEW
13067
SOS
MB
07/09/14HISTORICAL COMM REVIEWF
06/20/14ISSUED FOR GMP/PERMITE
RESIDENCE
CONVERSION
146 ELM STREET
NORTHAMPTON, MA
SCALE: 1" = 1'-0"1 SECTION THRU FRONT PORCH & TYP ELEVATION
SCALE: 1" = 1'-0"2 SECTION THRU FRONT PORCH STAIR & ENTRY DOOR
SCALE: 1" = 1'-0"3 SECTION THRU RAMP & TYP ELEVATION
W1
DOUBLE HUNG
32 3/8" RO
44
7
/
8
"
R
O
W2
DOUBLE HUNG
INSERT
32" IO
61
"
I
O
19" IO
65
"
I
O
26" IO
65
"
I
O
28" IO
45
1
/
2
"
I
O
31 1/2" IO
42
1
/
4
"
I
O
32" IO
61
1
/
4
"
I
O
27 1/2" IO
37
1
/
2
"
I
O
28" IO
53
1
/
4
"
I
O
W10
BASEMENT - GLIDING
VIF
3' - 0" MO
VI
F
2'
-
0
"
M
O
VIF
3' - 0" MO
VI
F
1'
-
6
"
M
O
VIF
2' - 8" MO
VI
F
1'
-
6
"
M
O
W3
DOUBLE HUNG
INSERT
W4
DOUBLE HUNG
INSERT
W5
DOUBLE HUNG
INSERT
W5.1
DOUBLE HUNG
INSERT
W6
DOUBLE HUNG
INSERT
W8
DOUBLE HUNG
INSERT
W9
DOUBLE HUNG
INSERT
W11
BASEMENT - GLIDING
W12
BASEMENT - GLIDING
24" IO
61
1
/
4
"
I
O
W7
DOUBLE HUNG
INSERT
32" IO
61
1
/
4
"
I
O
W6.1
DOUBLE HUNG
INSERT
31 3/8" FS
44
3
/
8
"
F
S
31 5/8" FS
61
5
/
1
6
"
F
S
18 5/8" FS 25 5/8" FS 27 5/8" FS 31 1/8" FS 31 5/8" FS 31 5/8" FS 23 5/8" FS 27 1/8" FS 27 5/8" FS
65
5
/
1
6
"
F
S
65
5
/
1
6
"
F
S
42
9
/
1
6
"
F
S
61
9
/
1
6
"
F
S
61
9
/
1
6
"
F
S
61
9
/
1
6
"
F
S
37
1
3
/
1
6
"
F
S
53
9
/
1
6
"
F
S
45
1
3
/
1
6
"
F
S
TIGTIG
IGIGIGIG
IG
IG
TIG
TIG
TIG
IGIG
IGTIG
IG
TIG
IGIG
IG
ADD ALTERNATE #3
PROVIDE SECURITY SCREENS AT
WINDOW TYPES W10, W11 & W12
2"
W
I
N
D
O
W
O
P
E
N
I
N
G
4
"
1"
1"
3/4"
1"
4"WINDOW OPENING4"
1"
3/4"
1 1/2"1 1/2"
3/4" FLAT WD TRIM -
PAINTED
WD TRIM TO MATCH
THICKNESS AND PROFILE
OF EXIST WD WINDOW
SILL - PAINTED
DOUBLE HUNG WINDOW UNIT
WD CAP TRIM - MATCH
EXIST WD WINDOW CAP -
PAINTED
INFILL EXISTING WINDOW
OPENING - MATCH EXPOSURE
AND PROFILE - TOOTH IN NEW
SIDING W/ EXISTING - PAINT
EXIST PLASTER FINISH
EXIST WD HEADER
EXIST WD TRIM
EXIST WD WINDOW STOP
MODIFY AS REQUIRED
EXIST WD WINDOW
FRAME
NEW DOUBLE HUNG INSERT
WINDOW UNIT
CONT PERIMETER
SEALANT W /
BACKER ROD
EXIST WD TRIM
EXIST WD CLAPBOARD
NEW DOUBLE HUNG
INSERT WINDOW UNIT
EXIST WD SILL
CONT SEALANT BEAD
PER MANUFACTURERS
INSTRUCTIONS
EXIST WOOD TRIM
EXIST WD WINDOW
FRAMING
EXIST PLASTER FINISH
EXIST WD CLAPBOARD
EXIST WD WINDOW
SILL
3/4"3/4"3/4"
1"
1"
4"
NEW DOUBLE HUNG
WINDOW UNIT
WD SHIMS
NEW POPLAR TRIM -
MATCH EXIST
PROFILES
EXIST WD HEADER
EXIST PLASTER FINISH
CONT PERIMITER
SEALANT W /
BACKER ROD
NEW WD TRIM
TO MATCH
PROFILES
DOUBLE HUNG WINDOW
UNIT
POPLAR SILL - MATCH
EXIST PROFILES
POPLAR APRON - MATCH
EXIST PROFILE
WD CLAPBOARD - MATCH
EXIST EXPOSURE & PROFILE -
TOOTH IN NEW SIDING W /
EXIST SIDING
AIR BARRIER
5/8" PLYWD SHEATHING
BATT INSULATION
6 MIL POLY VAPOR
BARRIER
5/8" GWB
EXIST PLASTER FINISH
EXIST WD WINDOW FRAMING
EXIST WD SHEATHING
CONT
SEALANT
WINDOW TRIM -
MATCH EXIST
WINDOW SILL
PROFILE
CONT
SEALNAT W /
BACKER ROD
5/8"
3/
8
"
5/8"
1/
2
"
APPLIED WOOD MUNTIN -
PAINT
APPLIED ALUMINUM
MUNTIN
INSULATED GLASS W/
LOW E AND ARGON GAS
NEW DOUBLE HUNG
WINDOW SASH
1. THIS PROJECT IS WITHIN THE ELM STREET HISTORIC DISTRICT IN THE CITY OF NORTHAMPTON. THE
NORTHAMPTON HISTORICAL COMMISSION WILL CONDUCT AN EXTERIOR BUILDING DESIGN REVIEW OF
PROPOSED IMPROVEMENTS, ADDITIONS AND MODIFICATIONS.
2. UNFASTEN AND REMOVE ALL EXISTING SHUTTERS. INSPECT ALL SHUTTERS FOR DAMAGE AND REPAIR
IF NEEDED. SCRAPE AND SAND ALL SIDES IN PREPARATION FOR PAINTING. INSPECT ALL SHUTTER
CONNECTION HARDWARE REPAIR OR REPLACE IF NEEDED. REINSTALL SHUTTERS AFTER HOUSE BODY
AND TRIM HAS BEEN PAINTED.
3. REMOVE AND REPLACE WINDOWS AS NOTED ON AD101 & AD102. REMOVE SASHES, SASH CORDS,
WEIGHTS AND OTHER MISCELLANEOUS HARDWARE ITEMS. INSULATE ALL WEIGHT POCKETS AND SEAL
ALL GAPS IN EXISTING WINDOW FRAMES PRIOR TO INSTALLING NEW WINDOWS.
4. NEW REPLACEMENT WINDOWS ARE TO MEET REQUIREMENTS OF THE ELM STREET HISTORIC DISTRICT
DESIGN CRITERIA FOR STYLE AND COLOR. REPLACEMENT WINDOWS ALSO MUST MEET REQUIREMENTS
OF SMITH COLLEGE FOR DESIGN, COLOR AND PERFORMANCE.
5. REPAIR OR REPLACE ROTTED OR DAMAGED WOOD FRAME, SILL AND TRIM AS REQUIRED TO ENSURE
PROPER OPERATION OF NEW WINDOWS AND PREVENT WATER INFILTRATION THRU AND AROUND
OPENINGS.
GENERAL WINDOW NOTES
c Copyright Cutler Design, Inc.
Consultant Address Line 1
Consultant Address Line 2
Consultant Title
N
43 Harvard Street
P.O. Box 15049
Worcester, MA 01615-0049
(508) 757-7500 PHONE
(508) 799-2068 FAX
www.cutlerassociatesinc.com
PROJECT NUMBER:
DRAWN:
DPM CHECK:
SHEET IDENTIFICATION:
SHEET TITLE:
DESCRIPTIONDATEMARK
D e s i g n
STAMP:
KEY PLAN:
7/
9
/
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4
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5
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:
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WINDOW TYPES,
SCHEDULE &
DETAILS
A602
SMITH COLLEGE
HISTORICAL
COMMISSION REVIEW
13067
SOS
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07/09/14HISTORICAL COMM REVIEWF
06/20/14ISSUED FOR GMP/PERMITE
RESIDENCE
CONVERSION
146 ELM STREET
NORTHAMPTON, MA
WINDOW SCHEDULE
Type Mark
Nominal Size
CountManufacturerModelMaterialFinishHeadJambSill
Glazing Head
Height CommentsWidthHeightThicknessType
W12' - 8"3' - 8"1MARVINULTIMATE D.H.WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
4 / A6025/ A6027/8"LOW-E W/
ARGON
7' - 4"New Unit
W22' - 8"5' - 1"5MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
7' - 1"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W31' - 7"5' - 5"4MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
7' - 5"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W42' - 4"5' - 5"4MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
7' - 5"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W52' - 4"3' - 9"2MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
3' - 11"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W62' - 8"5' - 1"4MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
6' - 5"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W6.12' - 8"5' - 1"1MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
7' - 1"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W72' - 0"5' - 1"4MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
6' - 5"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W82' - 4"3' - 1"2MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
6' - 9"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W92' - 4"4' - 5"2MARVINULTIMATE
INSERT D.H.
WD / AL
CLAD
INTERIOR : PRIMED PTD;
EXTERIOR - AL CLAD
2 / A6021 / A6027/8"LOW-E W/
ARGON
5' - 8"Replacement Double Hung Insert w/ Wood Interior and
Aluminum Clad Exterior
W103' - 0"2' - 0"3MARVININTEGRITYFIBERGLASS 6' - 8"Sliding Basement Window
W113' - 0"1' - 6"1MARVININTEGRITYFIBERGLASS 6' - 8"Sliding Basement Window
W122' - 8"1' - 6"2MARVININTEGRITYFIBERGLASS 6' - 8"
W132' - 8"3' - 6"1 EXIST WDPTD EXISTEXIST6' - 6"Existing French In-Swing Casement to Remain - Repair,
Add Weatherstripping and New Exterior Storm Window
W151' - 6"2' - 0"1N/AN/AEXISTEXIST EXISTEXIST2' - 3"Existing Fixed Window to Remain
SCALE: 1/4" = 1'-0"10 WINDOW TYPES
SCALE: 1" = 1'-0"6 NEW WINDOW WITH TRIM
SCALE: 3" = 1'-0"2 WINDOW HEAD @ INSERT DOUBLE HUNG
SCALE: 3" = 1'-0"1 WINDOW SILL - INSERT DOUBLE HUNG
SCALE: 3" = 1'-0"4 WINDOW HEAD - NEW DOUBLE HUNG
SCALE: 3" = 1'-0"5 WINDOW SILL - NEW DOUBLE HUNG
SCALE: 3" = 1'-0"3 WINDOW DETAIL - MEETING RAIL
SCALE: 3" = 1'-0"3A SIMULATED DIVIDED LIGHT DETAIL