MorganRev Date Description
Project Title
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 3/3/2023 Schematic
Sheet Title
Scale:
5/31/2023
JPB
JPB
23001
AS NOTED
FOR PERMIT - 5/31/2023 This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.JODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comProposed Renovations to
31 CAROLYN
STREET
Northampton,
Massachusetts
2 4/10/2023 DD Set
3 5/31/2023 For permit
000
COVER SHEET
Proposed Renovations to
31 CAROLYN STREET
Northampton, Massachusetts
LOCUS MAP
DRAWING LIST:
EX-1 Existing Floor Plans
EX-2 Existing Exterior Elevations
A-1 Basement, 1st Floor, & Roof Plans
A-2 2nd Floor Plan -- Proposed
A-3 2nd Floor Reflected Ceiling Plan -- Proposed
A-4 Exterior Elevations
A-5 Building Section
Rev Date Description
Project Title
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 3/3/2023 Schematic
Sheet Title
Scale:
5/31/2023
JPB
JPB
23001
AS NOTED
FOR PERMIT - 5/31/2023 This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.JODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comProposed Renovations to
31 CAROLYN
STREET
Northampton,
Massachusetts
2 4/10/2023 DD Set
3 5/31/2023 For permit
A-1
BASEMENT, 1st FLOOR
& ROOF PLANS
chimneystove (heater)W
D
Basement Plan -- Proposed
Scale: 1/8" = 1'-0"1
0 5 10 FT
Music
Room
Mech.
Rm.
Storage
Room
Clos.Garage
(above)
Laundry
Bar
Breezeway (above)U
Clos.
New 3-1/2" x 8' lally
column, 14,000 lbs. w/
30"x30"x12"
reinforeced concrete
footing. Align w/ post @
1st floor, above. See
structural for additional
notes.±11'-6 3/4"±16'-9 1/4"EQUAL EQUAL
Coordinate modifications in and to
the Mechanical Room as required
by new utilities w/ HVAC &
Plumbing sub-contractors.
stove ref.
chimney
1st Floor Plan -- Proposed
Scale: 1/8" = 1'-0"2
0 5 10 FT
Living
Room
Bath
Dining
Room
Clos.Garage
Kitchen
Clos.Clos.BreezewayDU
Office Modify closets & chimney core as
required for new 2nd floor utilities.
Coordinate work with HVAC &
Plumbing sub-contractors.
Install new blocking & structural
column in existing stair wall @ 1st
floor. See structural drawings for
size & information. Align w/ new
post @ basement.
Roof Plan -- Proposed
Scale: 1/8" = 1'-0"3
0 5 10 FT
Garage
Roof
(Below)Breezeway Roof(Below)1'-6 1/2"27'-3"NEW DORMER AT CENTER1'-6 1/2"New architectural asphalt
shingles at existing gable ends,
each side.
Install metal step flashing at
joint of gable end and new roof
dormer, each side.
Install new metal
flashing at joint of
lower roof & new 2nd
floor dormer addition.
Install new EPDM
roofing at Breezeway
roof.
Install new white
TPO roofing at
new 2nd floor
dormer addtion.
Extend exist.
chimney above
new dormer as
req'd by Code.
Install new
architectural
asphalt shingles
at entry porch
roof.
Install mtl. flash'g. at
joint of EPDM &
asphalt shingle roofs
GENERAL NOTES:
Install continuous metal drip edge at all eaves
Install min. 3'0" ice & water shield at all eaves & valleys.
New roof to be structured to support future solar panels,
per Code.
Provide conduit to new roof for future solar, per Code.
NOTES:
PROVIDE MOISTURE RESISTANT WALL BOARD AT ALL WET WALLS.
ALL REBAR TO BE GROUNDED PER NFPA-70 AS MODIFIED BY 527 CMR 12.00 & ART 250.52(A)3. 3. ALL INSULATION SHALL BE IN FULL CONTACT
WITH THE WARM SIDE.
PROVIDE BLOCKING UNDER ALL PARTITIONS RUNNING PARALLEL TO FLOOR JOISTS
ALL LIGHTING SHALL BE LED
TYPICAL WINDOW HEADER SIZES:
SINGLE - (2)2X8 W/ RIGID FOAM INSULATION
DOUBLE & TRIPLE - (2)2X10 W/ RIGID FOAM INSULATION
GENERAL NOTES
*Roof Sheathing: minimum 1/2" thick DOC PS-1 plywood, APA 32/16 nailed.
*Wall sheathing: 7/16" thick plywood APA 24/16, blocked and nailed.
* Nailing per shall comply with IBC Table 2304.9.1 except where more or larger
nailing shown on drawings.
* All roof rafters, joists, beams shall be anchored to supports with metal framing
anchors.
* Provide continuous wall studs each side of wall openings equal to one half or
greater of number of studs interrupted by openings.
* All wall studs shall be continuous from floor to floor or from floor to roof.
* Cross bridge all dimensional lumber roof and floor joists at midspan and provide
solid blocking or rim joists at all joist supports and joist ends.
* Solid blocking between trusses at bearings.
* Metal connectors: Simpson Strong Ties unless otherwise noted, install with
number and type of nails to achieve maximum rated capacity. Note that heavy
duty and skewed hangers may require special order.
* All beams shall be braced against rotation at points of bearing.
* Unless otherwise indicated, install two lengths of solid blocking x joist depth x 12
inches long in floor framing under column loads. Columns must have a continuous
load path to foundation.
* Lead holes for lag bolts shall be 60% to 70% of lag shank diameter in
compliance with AITC criteria.
* Provide a minimum of one trimmer and one king studs at each end of each
header. (U.N.O.) Provide a minimum of (2) King studs at opening widths greater
than 4'-0".
WALL BRACING NOTES:
ALL WALL BRACING SHALL BE IN ACCORDANCE WITH 2015
INTERNATIONAL BUILDING CODE 2308.6 WALL BRACING AND
INTERNATIONAL RESIDENTIAL CODE SECTION R602.10 WALL BRACING.
MAXIMUM BRACED WALL PANEL SPACING SHALL BE 25' FROM CENTER TO
CENTER OF BRACED WALL PANELS PER FIGURE 2308.6.1
MAXIMUM BRACED WALL PANEL END DISTANCE SHALL BE A SUM OF 12'-6"
PER FIGURE 2308.6.1
WHERE CONTINUOUS SHEATHING METHOD IS UTILIZED, PROVIDE
MINIMUM 24" PANEL CORNER RETURN AT THE END OF EACH BRACED
WALL LINE OR A MINIMUM 800 LB HOLD-DOWN IN LIEU OF A CORNER
RETURN PER R602.10.2.2.1 AND FIGURE R60210.7 CONTINUOUSLY
SHEATHED BRACED WALL PANEL LOCATION AND CORNER
CONSTRUCTION
MINIMUM BRACED WALL PANEL DIMENSION AT GYPSUM BOARD METHODS
SHALL BE 4'-0" PER TABLE R602.10.4 MINIMUM LENGTH REQUIREMENTS
FOR BRACED WALL PANELS
MINIMUM BRACED WALL PANEL DIMENSION AT CONTINUOUS SHEATHING
METHODS SHALL BE 24" ADJACENT TO 64" HEIGHT OPENINGS, 26"
ADJACENT TO 68" HEIGHT OPENINGS & 48" ADJACENT TO 96" HEIGHT
OPENINGS PER TABLE R602.10.5.2 LENGTH REQUIREMENTS FOR BRACED
WALL PANELS WITH CONTINUOUS SHEATHING
Rev Date Description
Project Title
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 3/3/2023 Schematic
Sheet Title
Scale:
5/31/2023
JPB
JPB
23001
AS NOTED
FOR PERMIT - 5/31/2023 This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.JODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comProposed Renovations to
31 CAROLYN
STREET
Northampton,
Massachusetts
2 4/10/2023 DD Set
3 5/31/2023 For permit
A-2
2nd FLOOR PLAN --
Proposed
clothes rod @ 60"
shelf @ 66"
clothes rod @ 60"
shelf @ 66"
clothes rod @ 60"
shelf @ 66"
chimney
D-06
D-05
D-07
D-02
D-01
42"x42"
shower
42" vanity
D-03
D-04
D
Proposed 2nd Floor Plan
Scale: 1/4" = 1'-0"1
0 5 10 FT
Office /
Guest
Master Bedroom
Closet
Garage Roof
(Below)
Closet
Bedroom 2
M. Bath
Closet
8'-3 1/2"
sloped ceiling, above sloped ceiling, above
ex. window
ex. window
36x60 DHwindowEGRESS(2) 36x60 DH windowEGRESS27x40 DHwindow±30'-4" (V1'-6 1/2"27'-3" new dormer1'-6 1/2"5'-7 3/4"6'-7 1/2"14'-11 3/4"±3'-9"
max. width to
allow 6'8"
clearance @
stairs below,
VIF
24'-2 1/2"
4'-0"16'-2 1/2"4'-0"
±24'-2 1/2" (V
4'-0"16'-2 1/2"4'-0"
3 1/2"
4'-10"1'-8"2'-4"
5 1/2"9'-7"3 1/2"13'-5"5 1/2"±13'-10"±11'-10 1/2"±4 1/2"6'-10 1/2"3 1/2"9'-11"4'-9 1/4"8'-1 1/2"9'-6 1/2"4'-9 3/4"1'-6 1/2"1'-6 1/2"2'-0 1/2"3 1/2"3'-11 1/2"3 1/2"2'-1"3 1/2"1'-9 1/2"ex. wood floor, refinish
New wood floor in
closet area to
match adjacent
bedroom flooring.
threshold
tile floor
1'-6"
Existing end wall -- 2x4
w/ masonry veneer to
remain, each end of
house.
EXTERIOR WALL:
Clapboard siding to
match ex. house
7/16" ZIP sheathing
2x6 @ 16" OC
Min. R-28 insulation,
per Code
Vapor Barrier
1/2" GWB @ interior
Door Schedule
Nominal Size Door Style
Mark Location Width Height Thickness Configuration Comments
D-01 Master Bedroom 2'6"6'8"1 1/2"Swing Simple
D-02 Master Bath 2'6"6'8"1 1/2"Swing Simple
D-03 Closet 2'8"6'8"1 1/2"Bi-fold Simple
D-04 Closet 2'8"6'8"1 1/2"Bi-fold Simple
D-05 Office / Guest 2'6"6'8"1 1/2"Swing Simple
D-06 Bedroom 2 2'6"6'8"1 1/2"Swing Simple
D-07 Bedroom 2 2'6"6'8"1 1/2"Swing Simple
New low wall,
36" tall, with
painted wood
cap.
ex. wood floor,
refinish
ex. wood floor, refinish
ex. wood
floor,
refinish
refinish
treads &
risers @
stairs
(2) 36x60 DH windowEGRESS27x40 DHwindowTEMPEREDNew wood floor in
former attic space
match adjacent
bedroom flooring.
new wd.exist.
wd.
new wd.exist.
wd.
new
wd.exist.
wd.
new wd.exist.
wd.
New wood floor in
former attic space
match adjacent
bedroom flooring.
New wood floor in
former attic space
match adjacent
bedroom flooring.
1'-6"
WINDOW TYPES
Scale: 1/4" = 1'0"
GENERAL NOTES:
Provide insulated, low-E, argon filled glazing.
Provide matching screens for all operable
windows.
Window glazing to be tempered where indicated
on plans & elevations
Manufacturer and window construction type to be
determined.7'-0" head ht., typ.5'-0"2'-0"sill5'-0"2'-0"3'-4"3'-8"A B C
(2) 36x60 DH window
factory mulled
EGRESS WINDOW
(1) Each - Master Bedroom &
Bedroom #2
36x60 DH window.
EGRESS WINDOW.
(1) - Office / Guest Room
27x40 DH window.
(1) - Master Bath TEMPERED
(1) - Master Bedroom
A
A
B
C
C
6'-0"
3'-0"3'-0"
3'-0"2'-3"
Post down. See
structural for add'tl.
notes.
Structural ridge
beam, 2-ply 14" LVL.
See structural for
add'tl. notes.
GENERAL NOTES:
GC to coordinate installation of new mini-plit system in Master Bedroom,
Office / Guest Room, & Bedroom #2 with HVAC contractor.
Install new, supplimental electrical baseboard heating in Master Bath.
Rev Date Description
Project Title
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 3/3/2023 Schematic
Sheet Title
Scale:
5/31/2023
JPB
JPB
23001
AS NOTED
FOR PERMIT - 5/31/2023 This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.JODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comProposed Renovations to
31 CAROLYN
STREET
Northampton,
Massachusetts
2 4/10/2023 DD Set
3 5/31/2023 For permit
A-3
2nd FLOOR
REFLECTED CEILING
PLAN -- Proposed
BATHROOM SCONCE, MASTER BATH
smoke
CO
smoke
CO
smoke
CO
smoke
CO
clothes rod @ 60"
shelf @ 66"
clothes rod @ 60"
shelf @ 66"
clothes rod @ 60"
shelf @ 66"
chimney
42"x42"
shower
42" vanity
D
Proposed 2nd Floor Reflected Ceiling Plan
Scale: 1/4" = 1'-0"1
0 5 10 FT
KEY:
LED DOWN LIGHT, DIMMABLE, 3000K TEMP.
R.2
S.1
EF
LIGHT
EXHAUST FAN & LIGHT COMBO UNIT
S 3
S D
S LIGHT SWITCH
3-WAY LIGHT SWITCH
DIMMER LIGHT SWITCH
OUTLET
48"OUTLET & MOUNTING HEIGHT A.F.F.
GFI OUTLET, GFI
OUTLET, 208V
CEILING FAN
EXH
FAN
EXHAUST FAN
P.1
DECORATIVE SURFACE MOUNT AT STAIRS
smoke
CO SMOKE & CARBON MONOXIDE DETECTOR
HEAT HEAT DETECTOR
R.1
LED DOWN LIGHT, DIMMABLE, 3000K TEMP, WET LOCATION
keyKEYLESS LIGHT FIXTURE w/ LED LAMP
OUTLET, SWITCHEDswitch
GENERAL NOTES:
Review switching and outlet locations with Owner in field prior
to final installation.
Provide conduit & location for future solar at roof & attic.
Install outlets as directed by Electrical Code. Install additional
outlets as indicated on plans and / or as requested by Owner.
All lighting to be dimmable, LED, 3000K, unless otherwise
noted.
EF
LIGHT
S.1SDP.1
S D
S3to 1st floor switch
S S
GFI48"SD
DECORATIVE SURFACE MOUNT AT BEDROOMS
P.2
P.2
P.2 P.2
sloped ceilingsloped ceiling
±7'6" A.F.F.,
low point
±8'10 1/2" A.F.F.,
high point
±7'6" A.F.F.,
low point
Rev Date Description
Project Title
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 3/3/2023 Schematic
Sheet Title
Scale:
5/31/2023
JPB
JPB
23001
AS NOTED
FOR PERMIT - 5/31/2023 This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.JODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comProposed Renovations to
31 CAROLYN
STREET
Northampton,
Massachusetts
2 4/10/2023 DD Set
3 5/31/2023 For permit
A-4
EXTERIOR ELEVATIONS
Proposed Front Elevation (Plan North)
Scale: 1/8" = 1'-0"1
0 5 10 FTvaries8'-4 1/2"±8'-10 1/2"7'-4 1/2"2nd flr. ceiling, low
2nd flr.
1st flr.
1st flr. ceiling
Approx. grade
2nd flr. ceiling, high
±7'-5"ex.ex.ex.ex.
New TPO roof at new dormer. Color: "White"
New architectural asphalt
shingles at gable ends
Existing masonry
veneer to remain.
New vinyl clapboard
siding at dormer,
typical
Step flashing at wall to
roof joint, typ.
Extend existing chimney above new
dormer as req'd. by Code.
A Aegressegressegress egressProposed Side Elevation (Plan East)
Scale: 1/8" = 1'-0"2
0 5 10 FTvaries8'-4 1/2"±8'-10 1/2"7'-4 1/2"2nd flr. ceiling, low
2nd flr.
1st flr.
1st flr. ceiling
Approx. grade
2nd flr. ceiling, high
±7'-5"ex.ex.
ex.
ex.New arch. asphalt
shingles at gable ends
Existing masonry
veneer to remain.
New vinyl clapboard
siding at dormer,
typical
Step flashing at wall to
roof joint, typ.
Extend existing chimney above new
dormer as req'd. by Code.
ex.
New metal flashing at roof / chimney
joint, min 8"
New EPDM roof
at breezeway
Proposed Rear Elevation (Partial South)
Scale: 1/8" = 1'-0"3
0 5 10 FT
B
CC
varies8'-4 1/2"±8'-10 1/2"7'-4 1/2"2nd flr. ceiling, low
2nd flr.
1st flr.
1st flr. ceiling
Approx. grade
2nd flr. ceiling, high
±7'-5"ex.
New TPO roof at new dormer.
Color: "White"
New metal roofing at
gable ends
Existing masonry
veneer to remain.
New vinyl clapboard
siding at dormer,
typical
Step flashing at wall to
roof joint, typ.
Extend existing chimney above new
dormer as req'd. by Code.temperedegressInstall metal flashing at
chimney / roof joint, min
8" high.
Proposed Side Elevation (Plan West)
Scale: 1/8" = 1'-0"4
0 5 10 FTvaries8'-4 1/2"±8'-10 1/2"7'-4 1/2"2nd flr. ceiling, low
2nd flr.
1st flr.
1st flr. ceiling
Approx. grade
2nd flr. ceiling, high
±7'-5"ex.
ex.
ex.
ex.New arch. asphalt
shingles at gable ends
Existing masonry
veneer to remain.
New vinyl clapboard
siding at dormer,
typical
Step flashing at wall to
roof joint, typ.
Extend existing chimney above new
dormer as req'd. by Code.
ex.
New arch. asphalt
shingles at porch entry
roof
New metal flashing at roof / chimney
joint, min 8"
New EPDM roof
at breezeway
Rev Date Description
Project Title
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 3/3/2023 Schematic
Sheet Title
Scale:
5/31/2023
JPB
JPB
23001
AS NOTED
FOR PERMIT - 5/31/2023 This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.JODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comProposed Renovations to
31 CAROLYN
STREET
Northampton,
Massachusetts
2 4/10/2023 DD Set
3 5/31/2023 For permit
A-5
BUILDING SECTION
Building Section at Master Bedroom
Scale: 1/2" = 1'-0"1
0 1 2 3 4 5 FT±.8'-4 1/2"7'-6"varies±.7'-4 1/2"±.1'-0"top of wall
2nd floor
1st floor ceiling
1st floor
DINING ROOM KITCHEN
BASEMENT±7'-5" low point ceiling±8'-10 1/2" high point ceilingexisting wood framing to remain
Hardwood floor (exisitng & new?)
3/4" plywood subfloor (existing or new?)
Line of existing roof
1/2" GWB at ceiling on
3/4" shims
TPO roof at new dormer
5/8" ZIP sheathing
2x12 @ 16" OC
Min. R60 insulation at roof
per Code
NOTE: Install min. 3'0" ice & water
shield at all eaves and valleys
12
1.75
2'-0" sill(no tempered glass)5'-0"Breezeway
roof
BREEZEWAY
Clad wood window with insulated
glazing. Low-E, argon filled. Provide
matching full window screen.
Air seal at perimeter of windows,
typical
Flashing at window head and top of
window trim
EXTERIOR WALL
Clapboard siding
1/2" ZIP sheathing
2x6 @ 16" OC
Min. R20 insulation per Code
Vapor barrier
1/2" GWB at interior
grade (varies)
2-ply 14" LVL at
ridge -- see
strucural
Metal drip edge @ all eaves
Metal flashing at
breezeway roof and
dormer wall joint
Rev Date Description
Project Title
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 3/3/2023 Schematic
Sheet Title
Scale:
5/31/2023
JPB
JPB
23001
AS NOTED
FOR PERMIT - 5/31/2023 This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.JODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comProposed Renovations to
31 CAROLYN
STREET
Northampton,
Massachusetts
2 4/10/2023 DD Set
3 5/31/2023 For permit
EX-1
EXISTING FLOOR
PLANS
chimneystove (heater)W
D
Existing Basement
Scale: 1/8" = 1'-0"0
0 5 10 FT
Music
Room
Mech.
Rm.
Storage
Room
Clos.Garage
(above)
Laundry
Bar
Breezeway (above)U
Clos.
Demolition / modification as required
in Mechanical Room space for new
plumbing to 2nd floor bath.
Coordinate w/ HVAC & Plumbing
sub-contractors.
Demolition / modification as required
for new column & concrete footing --
see sheet A2 & structural.stove ref.
chimney
Existing 1st Floor Plan
Scale: 1/8" = 1'-0"1
0 5 10 FT
Living
Room
Bath
Dining
Room
Clos.Garage
Kitchen
Clos.Clos.BreezewayDU
Office
Existing stairs to second floor to
remain. Refinish.
Modify existing closets
as required for plumbing
to new Master Bath @
2nd floor. Coordinate w/
HVAC & Plumbing
sub-contractors.
Demolition / modification
as required for new
column -- see structural.
Line of existing beam,
above
chimney
Existing 2nd Floor Plan
Scale: 1/8" = 1'-0"2
0 5 10 FT
Bedroom
Bedroom
Clos.
Clos.
Clos.
Clos.
Clos.
Garage
Roof
(Below)built-inatticatticatticatticatticBreezeway Roof(Below)Existing end gable to
remain, ea. side.
Ex. wood flooring to remain.
Protect & refinish. Piece in /
match new wood floor to
match in damaged and
expanded finish floor areas.
Ex. wood flooring to remain.
Protect & refinish. Piece in /
match new wood floor to
match in damaged and
expanded finish floor areas.
Existing chimney to remain.
Prep as req'd to extend above
new raised roofline.
Ex. stair to remain. Refinish.
Demo / modify existing
breezeway roof as
required by construction
of new 2nd floor dormer.
General note: demo existing
walls and built-ins at 2nd
floor. Salvage doors for
possible re-use.
Rev Date Description
Project Title
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 3/3/2023 Schematic
Sheet Title
Scale:
5/31/2023
JPB
JPB
23001
AS NOTED
FOR PERMIT - 5/31/2023 This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.JODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comProposed Renovations to
31 CAROLYN
STREET
Northampton,
Massachusetts
2 4/10/2023 DD Set
3 5/31/2023 For permit
EX-2
EXISTING EXTERIOR
ELEVATIONS
Existing Front Elevation (Plan North)
Scale: 1/8" = 1'-0"1
0 5 10 FTvaries8'-4 1/2"6'-8"7'-4 1/2"2nd flr. ceiling
2nd flr.
1st flr.
1st flr. ceiling
Approx. grade
±2'-0"±2'-0"
Demo roof, dormers, & associated
materials as required for construction of
new 2nd floor spaces.
Existing veneer to remain at 1st floor
End gables to remain, ea. side.
Support during construction of new
2nd floor spaces.
Existing Side Elevation (Plan East)
Scale: 1/8" = 1'-0"2
0 5 10 FT
Demo roof, dormers, &
associated materials as
required for construction of
new 2nd floor spaces.
Existing veneer to remain at
1st floor & gable.
End gables to remain, ea.
side. Support during
construction of new 2nd floor
spaces.
Extend existing chimney to remain as
required to clear new 2nd floor roof line.
Modify breezeway roof
as required for
construction of new 2nd
floor spaces.
Existing Rear Elevation (Partial South)
Scale: 1/8" = 1'-0"3
0 5 10 FT
Demo roof, dormers, & associated
materials as required for construction of
new 2nd floor spaces.
Existing veneer to remain at 1st floor
End gables to remain, ea. side.
Support during construction of new
2nd floor spaces.
Extend existing chimney to remain as
required to clear new 2nd floor roof line.
Modify breezeway roof
as required for
construction of new 2nd
floor spaces.
Existing Side Elevation (Plan West)
Scale: 1/8" = 1'-0"4
0 5 10 FT
Demo roof, dormers, &
associated materials as
required for construction of
new 2nd floor spaces.
Existing veneer to remain at
1st floor & gable.
End gables to remain, ea.
side. Support during
construction of new 2nd floor
spaces.
Extend existing chimney to remain as
required to clear new 2nd floor roof line.
Modify breezeway roof
as required for
construction of new 2nd
floor spaces.
Hd1Hd1C1
C2
C2
BM1-2
BM1-2H2H2BM1RJ2
RJ1
RJ1
RJ1RJ1RJ2RJ2RJ124' 2 1/2"30' 4"17' 9"12' 7"Revisions:By:
Products
PlotID Net Qty Product Length Plies
BM1-2 4 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP 4' 0" 2
BM1 2 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 32' 0" 2
RJ1 8 2x12 SPF No.2 16' 0" 1
RJ2 44 2x12 SPF No.2 14' 0" 1
C1 1 3-1/2" x 5-1/4" VERSA-LAM® LVL 1.8E 2650 SP 10' 0" 1
C2 2 4x4 DF No.2 4' 0" 1
Wall Framing
PlotID Net Qty Product Length Plies
Hd1 4 2x10 SPF No.2 7' 0" 2
Accessories
PlotID Net Qty Product Length Plies
31 5/8" Plywood or OSB (19/32" APA Rated Sheathing 40/20 Exposure 1) 1
Hangers
PlotID Qty Manuf Product Flange
H2 8 LRU212Z Reverse
H3 44 LRU212Z None
Sheet: 3/3
DWG: Job #
By: Doug Hodgins
Date: Date
Scale: 1/4" = 1'-0"
BC FRAMERPLANS BASEDON ARCHITECTURALSET DATED 0/0/00NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.
ROOF FRAMING PLAN
2X12 @ 16"O.C.SALES PRESENTATION DRAWINGThis placing plan is provided as a courtesy to the Builder. Itisintended to indicate product selection and placement. Nostructural or dimensional check has been made with the designdrawings of the building. It is the responsibility of the Customerto review and approve all bearing conditions, connections,spans, loading, product usages, and quantities. This drawinghas not been checked by Boise Cascade Engineering.CustomerCustomer Contact31Carorlyn StStreet TBDNorthampton , Ma
***FOR REVIEW ***
VERIFY ALL CHECKED ITEMS PRIOR TO ORDERING
Please call with any questions or concerns
(800) 832-8089
Beam sizes changed from specification
Steel or flitch beams by others required
Flush beams deeper than floor joists
Verify Post and or column locations
Posts added (see notes on plan)
X Verify joists and beam lengths
X Critical dimensions have been scaled
Verify framing at fireplace
Verify framing at stairwell
Joist depth changed
Joist direction changed
Joist series changed
Joist spacing changed
Beams added for structural reasons
Mid span bridging recommended
Verify design criteria
Note high deflection
Connection by others req'd
Additional information required to complete joist layout
X Shop drawing is an estimate only, not for construction
Based on truss roof system
Signature:_____________________ Date:_________________
Company:______________________________
against top flange with 1/8"
Boise Rim Board
Web Stiffener for 14" & 16" joists.
5 - 3" (10d) nails
gap between bottom flange
1/8"
Stiffeners are required on both sides
- Hangers with side nailing.
- Any hanger with sides not
containing the top flange
with 3 - 3" (10d)
- Web stiffener nailed
of the joist.
11 7/8" joists, and
nails for 9 1/2" and
of the web when :
Point Load from above > 1000 lbs.
Install web stiffeners tight
For Point Load from above:
F16-E
F16-E
Web Stiffeners
DO NOT Cut Flanges
DN01
cut, notch or drill flangesDO NOTDN01
See Note 3
End Bearing
1/3 Span
Intermediate Bearing
1/3 Depth
NOTES:
1. Square and rectangular holes are NOT permitted.
2. Round holes may be drilled or cut with a hole saw anywhere within the hatched area
of the beam.
3. The horizontal distance between adjacent holes must be at least two times the
diameter of the larger hole.
4. Do not drill more than three access holes in any four foot long section of beam.
5. The maximum round hole diameter permitted is:
6. These limitations apply to holes drilled for plumbing or wiring access only. The size
and location of holes drilled for fasteners are governed by the provisions of the
National Design Specification® for Wood Construction.
7. Beams deflect under load. Size holes to provide clearance where required.
8. This hole chart is valid for beams supporting uniform load only. For beams supporting
concentrated loads or for beams with larger holes, contact Boise® EWP Engineering.
Beam Depth
Maximum Hole Diameter
5 1/2" 7 1/4" 9 1/4" +
3/4" 1" 2"
1/3 Span
1/3 Depth
1/3 Depth
Allowable Holes in VERSA-LAM BeamsLVL-AH ®
LVL-AH
LVL Allowable Holes Diagram
OJ-A
Joist Offset for Plumbing
Boise I-Joist can be offset up to 3" to avoid vertical plumbing.
Joist
3" max
CL Joist
3" max
CL
OJ-A Note: Sheathing shall
not span greater than rating
I-Joist Reinforced Cantilever
F21
BCI joist23/32" min. plywood/OSB
plywood/OSB rated
with 8d nail into each flange.
sheathing reinforcement.
23/32" min.
deeper joists.
each side with 18" and
Web stiffener required
or rimboard closure. Nail
2 '0 "
2 '0 "
cantilever
required for
blocking
block
Backer
®F21
points & at each end of blocking
require web stiffeners at bearing
Note: 18" and 20" depth joists
Boise joist
blocking
vertical load capacity.
See Boise literature for joist blockingF01
Joist Blocking at End Bearing
F01
Stagger nails from both
and by 25% for non - snow load roofs where building code allows.
Nail values may be increased by 15% for snow load roofs
Nail pattern for 3 - piece member must occur on both sides.
2" min.
See chart
16d sinker nails
Double & Triple 1-3/4" Versa-Lam
( a )
12" o.c.
sides to avoid splitting.
3 ( a )350 525
Max. Uniform Load
Nail Pattern
Members
Number of
2
Side Loaded Connection
( lbs. per In. ft. )
2 rows
470
3 rows
705
®B12-A
B12-A
Multiple VL Connection Side Load Nail
F08 Post Load Transfer
Solid block all posts from
above to bearing below.
See Boise literature for
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
B o is e R im b o a rd
vertical load capacity.
®
F07
F07
Rim Joist Perpandicular
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