88 Village Hill Arch-struc 2017.12.08LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
T1.1
TITLE SHEET
T1.1 Title Sheet, Code Analysis, General Notes
SITE
C1.0 Existing Conditions Plan
C2.0 Site Layout Plan
C3.0 Site Grading Plan
C4.0 Site Drainage & Utilities Plan
C5.0 Construction Details
C6.0 Construction Details
C7.0 Erosion Sediment & Control Plan
C8.0 Erosion Sediment & Control Plan
L1 Planting Plan
L2 Photometrics Plan
STRUCTURAL
N-S1.1 Foundation Plan, Sections, Details
N-S2.1 First Flr. Framing Plan & Sections
N-S3.1 Second Flr. Framing Plan & Sections
N-S4.1 Third Flr. Framing Plan & Sections
N-S5.1 Roof Framing Plan & Sections
N-S6.1 Typical Details & General Notes
ARCHITECTURAL
D1.0 Basement Demolition Plan
D1.1 Basement RCP Demolition Plan
D1.2 First Floor Demolition Plan
D1.3 First Floor RCP Demolition Plan
D1.4 Attic Level Demolition Plan
D1.5 Attic Level RCP Demolition Plan
A1.0 Basement Proposed Plan
A1.1 Basement Proposed RCP
A1.2 First Floor Proposed Plan
A1.3 First Floor Proposed RCP
A1.4 Attic Level Proposed Plan
A1.5 Attic Level Proposed RCP
A1.6 Loft Level Proposed Plan
A1.7 Loft Level Proposed RCP
A2.1 Exterior Elevations, West
A2.1 Exterior Elevations, South
A2.1 Exterior Elevations, East
A2.1 Exterior Elevations, North
A3.1 Building Sections, Wall Sections, Details
A3.2 Building Sections, Wall Sections, Details
A3.3 Window, Storefront, Door Elevations & Details
A3.4 Wall Sections & Details
A4.1 Interior Elevations, Basement
A4.2 Interior Elevations, First Floor
A4.3 Interior Elevations, Attic + Loft
FIRE PROTECTION
FP1.0 F. P. Legend & Details
PLUMBING
P1.0 Plumbing Legend & Details
MECHANICAL
P1.0 Plumbing Legend & Details
List of Drawings
Building Code Summary
BUILDING CODE:
The Massachusetts Building Code, 780 CMR, Ninth Edition (IBC 2015)
PROJECT DESCRIPTION:
Fit-out of all floor levels (basement, first floor and attic) for new tenants in
current existing empty building shell. New mechanical systems, plumbing
systems, fire protection systems (sprinkler) at all levels. New exterior
windows in new and existing exterior wall openings, new skylights in existing
roof. Structural updates to existing masonry shell, existing heavy timber roof
truss/ purlins and columns, and existing wood floor joists.
USE GROUP:
Mixed use group. Basement S-1, self-storage facility. First floor B Business,
post-secondary educational facility. Attic + attic loft R-3 residential, two
apartment units.
OCCUPANCY:
Basement S-1 Storage max. 10. TWO MEANS OF EGRESS.
First Floor B Business max. 30. TWO MEANS OF EGRESS.
Attic R-3 Residential max. 10. ONE MEAN OF EGRESS (per IBC 2015 Section
1006.3.2.3 Single Exit).
RATED ASSEMBLIES: 1 hour rated separation at floor/ceiling between B use
group at first floor and R-3 use group at attic.
CONSTRUCTION TYPE: Type III-B Combustible / Non-combustible, unprotected
FIRE PROTECTION: New fire protection, fully sprinklered.
IEBC LEVEL: Section 405 "Alteration - Level 3"
ALLOWABLE HEIGHT:
Mixed Use Group S-1 + B + R-3:
3 Stories above grade (2 + 1 story incr.)/ 75 ft. (55' + 20' incr.)
ALLOWABLE AREA:
The proposed mixed use S-1 + B + R-3 building is allowed a 200%
increase in allowable area due to the presence of an automatic sprinkler
system throughout. The buiding is also allowed an increase in allowable
area due to frontage in accordance with Section 506.1 & 506.2; however
the building area is within allowable limited due to the 200% increase alone.
Mixed Use Group S-1 + B + R-3:
Single Floor 17,500sf + 35,000sf = 52,500 SF
ACTUAL AREA:
BASEMENT: 5110 SF
1st FLOOR: 5110 SF
ATTIC INCL. LOFT: 5110 SF + 835 SF = 5945 SF
in.
insul.
inch
insulation
jointjnt
Typical Abbreviations
Drawing Number DesignationA1-1
1 Wall Section Designation
Elevation Designation Wall Elevation Designation4
Building Section Designation
3
1
2A1.1
Partition Designation1
Column Line Designation
Door Designation
Window Designation
Hardwood
Masonry
Compacted Structural Fill
Subgrade Soil
Rigid Insulation
Concrete
w.
w/
wide
with
vinyl comp. tile
vertical
verify in field
VCT
Vert.
VIF
Thresh.
Typ.
threshold
typical
sheet
similar
sht.
sim.
R.D.
reinf.
req'd.
rm.
roof drain
reinforced
required
room
quantityqty.
prefab
P-lam.
Plywd.
PT
ptd
prefabricated
plastic laminate
plywood
pressure treated
painted
on center
outside diameter
O.C.
O.D.
No.
nom.
number
nominal
maximum
medium density
overlay
manufacturer
minimum
mounted
metal
max.
MDO
Mfr.
min.
mtd.
mtl.
h.
hdwd.
H.M.
Hr.
high
hardwood
hollow metal
hour
galvanized
general contractor
gypsum board
gypsum wall board
galv.
G.C.
gyp. bd
gwb.
each
electric
equal
ea.
elec.
eq.
d.
dia.
D.S.
deep
diameter
downspout
ceramic
control joint
center line
concrete
compressible
continous
cer
C.J.
C.L.
conc.
comp.
cont.
bd
bet.
BF.
bit
bldg.
btm.
board
between
barrier free
bituminous
building
bottom
at
adjustable
above finish floor
aluminum
@
adj.
AFF
alum
Typical Drawing Symbols
Plywood
1. Contractors shall verify all dimensions and take own measurements at the job site before commencing any work.
Advise architect of any errors or discrepancies.
2. Work shall be performed in accordance with all applicable federal, state and local codes.
3. Contractors shall coordinate all work with other trades and installation of all equipment items or assemblies prior to
commencing work. Notify architect of any errors, disprepencies or conflicts prior to continuing.
4. Do not scale drawings if dimensions are in question. The contractor shall be responsible for obtaining clarification from
architect before continuing with construction.
5. All contractors are to use complete sets of construction documents for bidding coordination and construction.
Subcontractors are not to assume that complete scope of work is illustrated in individual trade drawings under any
circumstances.
6. Contractor shall consult and obtain permission from utility owners prior to commencement of work and cooperate with
owner and utility company in keeping respective services and facilities in operation. Repair damaged utilities to
satisfaction of utilities, secure approval of connections to existing utilities from appropriate utility company and local
authorities prior to covering.
7. Under no circumstance shall any trench required for utility connections, etc. be without protective barricades nor
be left open at the end of a day's work.
8. No open excavation shall be left open at the end of a day's work without adequate protective barricades to assure
public safety.
9. Install / maintain adequate bracing /shoring required to prevent filling in or cave-ins of adjacent materials at all times.
10. Remove all water and disturbed soil from excavations prior to commencing further work each day.
11. Contractors shall not damage site beyond project limit lines. Any damage beyond project lines shall be repaired
immediately to owner's satisfaction.
12. Contractor shall maintain structural integrity of project during construction through bracing, guy wires, etc. See
structural notes.
Typical General Notes
1
F.E.
ff.
fire extinguisher
finish face
SOURCE:
ARROW STREET/ BOSTON MA "VILLAGE HILL MASTER PLAN", AUGUST 2016.
Exst.
retaining
wall
8'-5"9'-10"8'-9"11'-9"5'-2"1'-2"3'-10"8'-10"6'-3"16'-0"2'-5"9'-10"8'-3"
LEGEND:
T-9 Round Timber, 9" diam.
T-12 Round Timber, 12" diam.
S-4 Steel Post, 4" diam.
T-6-6 Rect. Timber, 6" x 6"
T-6-8 Rect. Timber, 6" x 8"
T-6-10 Rect. Timber, 6" x 10"
T-4-8 Rect. Timber, 4" x 8"
T-8-8 Rect. Timber, 8" x 8"
T-8-10 Rect. Timber, 8" x 10"
T-4-8
T-4-8
T-8-8
T-8-8
T-8-8
T-8-8
T-8-8
T-8-10
T-8-8
T-8-8T-8-8T-8-8
T-8-8
T-8-8
T-8-8T-8-8T-8-8
T-8-8T-8-8T-8-8T-8-8 T-6-6
T-6-6
S-4 S-4
T-9T-9T-9T-9
T-9
T-9 T-9 T-9
T-4-8
T-9
T-12
T-12
T-12
T-6-8T-6-8
exst steam exst electric
panel
exst water
T-8-8
T-9
T-12
T-9
5'-8"3'-10"2'-8"2'-2"9'-0"3'-0"
T-12, missing 10"Exst.
sanitary
T-12
T-12
T-91'-3"ELEV. +20"
RAISED CONCRETE FLOOR
BRICK PARTIAL HT WALL AT
EAST & SOUTH
ELEV. +3"
RAISED
CONCRETE
FLOOR
T-9
T-9
19'-7"3'-6"8'-3"8'-7"8'-7"11'-2"10'-5"18'-0"17'-6"19'-1 1/2" (field19'-0")18'-11" (field 18'-9")BRICK, VIF.FIELD STONE, VIF.2'-9"14 1/2"2'-0"2'-0"
4'-2"10'-0"
85'-0"
10'-4"13'-4"12'-10"13'-6"12'-4"9'-10"10'-4"18'-8"20'-8"5"5"6'-6"4'-4 1/2"6'-8 1/2"3'-0 1/2"9'-11 1/2"3'-0 1/2"39'-6"3'-0 1/2"19'-8 1/2"12'-11 1/2"3'-1"9'-0"10'-0"9'-0"3'-1"2'-8"6'-8 1/2"3'-0 1/2"9'-11 1/2"3'-0 1/2"39'-6"60'-1 1/2"7'-6 1/2"2'-9 1/2"3'-0 1/2"19'-8 1/2"57'-7 1/2"11'-0"12'-9"LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
D1.0
GENERAL NOTES:
DEMO EXISTING
PARTITIONS, WINDOWS, EQUIPMENT
ETC. INDICATED BY DASHED LINES.
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO REMOVE BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
KEYED NOTES
1 PREP FOR NEW CONCRETE
FOOTER FOR NEW STEEL COLUMN.
SEE STRUCTURAL.
REMOVE EXT. PLYWOOD
PROTECTION, EXISTING SASH &
FRAME DOWN TO MASONRY
OPENING.
REMOVE EXISTING BARN DOOR &
HARDWARE, DOWN TO MASONRY
OPENING.
REMOVE EXISTING OVERHEAD
DOOR & HARDWARE, DOWN TO
MASONRY OPENING.
REMOVE RAISED CONCRETE
FLOOR & PLUMBING PIPING/
FIXTURES; PREP TO POUR NEW
FLOOR FLUSH WITH ADJACENT
EXISTING.
REMOVE BRICK PARTIAL HEIGHT
WALL AND MASONRY RAISED
FLOOR AT FORMER GARAGE. PREP
TO POUR NEW FLOOR FLUSH WITH
ADJACENT EXISTING.
EXISTING COLUMN TO BE
REMOVED (VERIFY WITH RYAN
HELLWIG).
BASEMENT
EXISTING/ DEMO
Scale:1 EXISTING/ DEMOLITION FLOOR PLAN, BASEMENT
1/4" = 1'-0"
1 1 1 1 1 1
11111
1
1
111111
2
222
2
2
3
4
3
3
4
5
5
6
6
6
6
7
7
7
7
7
7
7
7
7
7
7
7 7 7 7 7
7
7
7
7
7 7 7
7 7 7 7 7
7 7
7
7
1
1 1 1 1
W8
W812x12 under 10x1210x12 hung10x12 hung10x1210x1210x1210x1210x1210x122X4 + 3x123x12, 17" o.c. typ.
3x12, 17" o.c. typ.
3x12, 17" o.c. typ.
3x12, 17" o.c. typ.2'-6"9'-0"8x8
8x86x10
10x6
10x128x88x88x86x1010x12
6x10
MB
3x12, 17" o.c. typ.
3x12, 17" o.c. typ.
3x12, 17" o.c. typ.8x83x12, 17" o.c. typ.3x12, 17" o.c. typ.3x12, 17" o.c. typ.3x12, 17" o.c. typ.6x10
4'-2"10'-0"
85'-0"
10'-4"13'-4"12'-10"13'-6"12'-4"9'-10"10'-4"18'-8"20'-8"5"5"6'-6"4'-4 1/2"6'-8 1/2"3'-0 1/2"9'-11 1/2"3'-0 1/2"39'-6"3'-0 1/2"19'-8 1/2"12'-11 1/2"3'-1"9'-0"10'-0"9'-0"3'-1"2'-8"6'-8 1/2"3'-0 1/2"9'-11 1/2"3'-0 1/2"39'-6"60'-1 1/2"7'-6 1/2"2'-9 1/2"3'-0 1/2"19'-8 1/2"57'-7 1/2"11'-0"12'-9"19'-7"3'-6"8'-3"8'-7"8'-7"11'-2"10'-5"18'-0"17'-6"19'-1 1/2" (field19'-0")18'-11" (field 18'-9")BRICK, VIF.FIELD STONE, VIF.
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
RCP, BASEMENT
EXISTING / DEMO
Scale:2 EXISTING/ DEMOLITION RCP, BASEMENT
1/4" = 1'-0"
D1.1
GENERAL NOTES:
KEYED NOTES
1 REMOVE EXISTING TIN CEILING
(HATCHED AREA).
PROPOSED NEW STEEL COLUMN IN
HATCHED AREA, TYP. SEE
STRUCTURAL.
EXISTING BEAM AND WOOD
COLUMN TO BE REMOVED (VERIFY
RH).
EXISTING INTERIOR PARTITIONS UP
TO CEILING STRUCTURE TO BE
REMOVED.
2
1
1
2
DEMO EXISTING
PARTITIONS, WINDOWS, EQUIPMENT
ETC. INDICATED BY DASHED LINES.
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO REMOVE BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
3
33
3
3
3
3
3
3
3
3
3??
2
4
4
4
4
4
4
4
4
4
43
2222
2 2 2 2 2
2
222222
222222
3'-2" M.O. centered
on masonry recess
85'-0"
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"10'-4"18'-8"20'-8"7"7"11'-0"14'-5"3'-1"8'-10"3'-1"1'-0"12'-11 1/2"3'-1"12'-4"3'-1"12'-7"3'-1"14'-5"20'-10"3'-1"8'-10"60'-1 1/2"13'-0"3'-1"1'-0"57'-7 1/2"3'-1"3'-1"3'-1"9'-0"3'-1"15'-6"
6'-0"3'-2"3'-0"3'-2"3'-0"4'-9"4'-0"3'-2"8'-0"10'-0"15'-9"3'-2"3'-10"3'-2"6'-1"10'-7 1/2"3'-2"8'-0"2'-5"1'-8"8'-7"1'-8"2'-5"8'-0"3'-2"10'-5"82'-10"
3'-3"1'-6"
3'-1"6'-10"6'-6"LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
D1.2
GENERAL NOTES:
DEMO EXISTING
PARTITIONS, WINDOWS,
EQUIPMENT ETC. INDICATED BY
DASHED LINES.
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO REMOVE BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
KEYED NOTES
1 LOCATION OF NEW STRUCTURAL
COLUMN, TYP. (SEE STRUCTURAL).
REMOVE FINISH & SUB-FLOOR
MINIMAL AMOUNT NEEDED TO
PREPARE FOR COLUMN TO PASS
THROUGH FIRST FLOOR DOWN TO
FOOTER AT BASEMENT LEVEL.
REMOVE EXISTING WOOD COLUMN,
NOM. 6X6. PROVIDE TEMPORARY
SHORING UNTIL NEW BEAMS &
COLUMNS ARE IN PLACE (SEE
STRUCTURAL).
REMOVE EXISTING STAIR TO ATTIC
LEVEL.
REMOVE EXISTING SASH &
EXTERIOR PLYWOOD. EXISTING
WOOD FRAME TO REMAIN.
REMOVE EXISTING 2X4 EXTERIOR
PARTITION WITH TEMP. DOORS.
REMOVE BARN DOOR HEADER AND
TRACK, DOWN TO MASONRY &
WOOD LINTEL OPENING.
REMOVE EXISTING 2X4 EXTERIOR
PARTITION WITH TEMP. DOOR,
DOWN TO MASONRY OPENING.
EXISTING WOOD LINTEL TO
REMAIN.
REMOVE INTERIOR PARTITION,
INCL. DOORS & WINDOWS.
REMOVE 3'-3" X 7'-0" SECTION OF
EXISTING MASONRY WALL IN
PREPRATION FOR NEW EXTERIOR
DOOR OPENING.
REMOVE 3'-2" X 6'-6" SECTION OF
EXISTING MASONRY WALL IN
PREPRATION FOR NEW EXTERIOR
WINDOW OPENING. BOTTOM & TOP
OF OPENING TO MATCH EXISTING
ADJACENT WINDOW OPENINGS.
REMOVE ADDITIONAL PORTION OF
MASONRY WALL ABOVE AND
BELOW WINDOW OPENING TO
INSTALL LINTEL AND SILL
MATCHING EXISTING ADJACENT;
PROVIDE TEMP. SHORING.FIRST FLOOR PLAN
EXISTING/ DEMO
1
Scale:1 EXISTING/ DEMO FIRST FLOOR PLAN
1/4" = 1'-0"
2
3
2
3
2
2
2
2
2
2
4
4 4 4 4 4
4
4
4
4 4 4 8 4 4
4
4
4
4
11
1 1
1 1 1
111 1 1 1
11
1
1
1
111
1
5
6
5
6
7
7
7
7
7
8
9
1
3
9
9
3'-2" M.O. centered
on masonry recess
85'-0"
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"10'-4"18'-8"20'-8"7"7"11'-0"14'-5"3'-1"8'-10"3'-1"1'-0"12'-11 1/2"3'-1"12'-4"3'-1"12'-7"3'-1"14'-5"20'-10"3'-1"8'-10"60'-1 1/2"13'-0"3'-1"1'-0"57'-7 1/2"3'-1"3'-1"3'-1"9'-0"3'-1"15'-6"
6'-0"3'-2"3'-0"3'-2"3'-0"4'-9"4'-0"3'-2"8'-0"10'-0"15'-9"3'-2"3'-10"3'-2"6'-1"10'-7 1/2"3'-2"8'-0"2'-5"1'-8"8'-7"1'-8"2'-5"8'-0"3'-2"10'-5"82'-10"
3'-3"1'-6"
3'-1"6'-10"6'-6"LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
D1.3
GENERAL NOTES:
KEYED NOTES
1
KEYED NOTES
1
Scale:1 PROPOSED FIRST FLOOR RCP
1/4" = 1'-0"
FIRST FLOOR RCP
EXISTING/ DEMO
DEMO EXISTING
PARTITIONS, WINDOWS,
EQUIPMENT ETC. INDICATED BY
DASHED LINES.
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO REMOVE BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
LOCATION OF NEW STRUCTURAL
COLUMN, TYP. (SEE STRUCTURAL).
PREP FOR INSTALLATION OF NEW
COLUMN.
REMOVE EXISTING WOOD COLUMN,
NOM. 6X6. PROVIDE TEMPORARY
SHORING.
REMOVE EXISTING STAIR TO ATTIC
LEVEL. PREP TO IN-FILL FRAMED
OPENING IN ATTIC FLOOR.
REMOVE TRIM AT BOTH SIDES &
BOTTOM OF EXISTING BOTTOM
TRUSS CHORDS, TYP. LEDGER
BOARDS SUPPORTING EXISTING
FLOOR JOISTS TO REMAIN.
REMOVE EXISTING 2X4 EXTERIOR
PARTITION WITH TEMP. DOORS.
REMOVE BARN DOOR HEADER AND
TRACK, DOWN TO MASONRY
OPENING.
REMOVE EXISTING 2X4 EXTERIOR
PARTITION WITH TEMP. DOOR,
DOWN TO MASONRY OPENING.
EXISTING WOOD LINTEL TO
REMAIN.
REMOVE EXISTING SASH &
EXTERIOR PLYWOOD. EXISTING
WOOD FRAME TO REMAIN.
REMOVE INTERIOR PARTITION,
INCL. DOORS & WINDOWS.
REMOVE 3'-3" X 7'-0" SECTION OF
EXISTING MASONRY WALL IN
PREPRATION FOR NEW EXTERIOR
DOOR OPENING.
REMOVE 3'-2" X 6'-6" SECTION OF
EXISTING MASONRY WALL IN
PREPRATION FOR NEW EXTERIOR
WINDOW OPENING. BOTTOM & TOP
OF OPENING TO MATCH EXISTING
ADJACENT WINDOW OPENINGS.
REMOVE ADDITIONAL PORTION OF
MASONRY WALL ABOVE AND
BELOW WINDOW OPENING TO
INSTALL LINTEL AND SILL
MATCHING EXISTING ADJACENT;
PROVIDE TEMP. SHORING.
2
3
3
2
111
1 1
1 1 1
111 1 1 1
111
1
1
1
111
1
2
2
2
2
2
2
4
444444
5
6
5
6
7
7 7 7 7 7
7
7
7
7 7 7 9 7 7
7
7
7
7
3
8
8
8
8
9
10
10
10
TOP OF TRUSS TO REMAINREMOVE 16'-7"REMOVE 14'-4 1/2"10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"
82'-10"60'-1 1/2"17'-8"64'-5 1/2"10'-4"9'-7"9'-6"57'-11 1/2"20'-0 1/2"20'-3"89'-4"
39'-4 1/2"17'-7 1/2"28'-0 1/2"
JLS, KC
GENERAL NOTES:
DEMO EXISTING
PARTITIONS, WINDOWS,
EQUIPMENT ETC. INDICATED BY
DASHED LINES.
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
KEYED NOTES
1 REMOVE EXISTING DIAGONAL
CHORD FROM EXISTING TRUSS, AS
LOCATION INDICATED.
REMOVE EXISTING PIPE SUPPORT
AT EXISTING TRUSS.
REMOVE EXISTING STAIR, STAIR
WALLS, HARDWARE & DOOR.
REMOVE EXISTING STAIR, AND
STAIR 2x WOOD HANDRAIL/
GUARDRAIL.
REMOVE FLOORING & FRAMING IN
INDICATED AREA FOR NEW STAIR
OPENING.
REMOVE EXISTING DORMER
WINDOW, TRIM, PLYWOOD
SHEATHING AND FRAMING AS
NECESSARY TO INSTALL NEW
WINDOWS ROUGH FRAMING,
SHEATHING & TRIM AT EXISTING
DORMER FACE & SIDES.
CUT TOP CHORD OF TRUSS BACK
TO DIMENSION INDICATED.
2
3
4
5
6
7
AS NOTED
JLS, KC
D1.4
GENERAL NOTES:
KEYED NOTESKEYED NOTES
Scale:1 EXISTING/ DEMO ATTIC PLAN
1/4" = 1'-0"
ATTIC PLAN
EXISTING/ DEMO
DEMO EXISTING
PARTITIONS, WINDOWS,
EQUIPMENT ETC. INDICATED BY
DASHED LINES.
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO REMOVE BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
1 1 1 1 1
11111
1
1
2 2 2 2 2
22222
2 2 2 2 2
22222
3
5
6
6
6
6
7
7
4
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"
82'-10"60'-1 1/2"17'-8"64'-5 1/2"10'-4"9'-7"9'-6"57'-11 1/2"20'-0 1/2"20'-3"89'-4"
39'-4 1/2"17'-7 1/2"28'-0 1/2"
ROOF ROOF
ROOF ROOF
ROOF
ROOF
ROOF
ROOF
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
D1.5
GENERAL NOTES:
DEMO EXISTING
PARTITIONS, WINDOWS,
EQUIPMENT ETC. INDICATED BY
DASHED LINES.
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO REMOVE PORTION OF ROOF /
FRAMING INDICATED.
KEYED NOTES
1 REMOVE EXISTING ASPHALT ROOF
SYSTEM & ROOF FRAMING IN AREA
INDICATED FOR NEW SKYLIGHTS.
SAVE ASPHALT SHINGLES FOR
RE-INSTALLATION.
REMOVE PORTION OF TRUSS
BELOW ALONG LINE #4 AS
INDICATED. SEE ATTIC DEMO
PLAN.
LOFT FLOOR PLAN
EXISTING/ DEMO
Scale:1 EXISTING/ DEMO LOFT FLOOR PLAN
1/4" = 1'-0"
1
11
1
1
1 1
1
2
2
2
18'-0"8'-3"8'-7"8'-7"11'-2"10'-5"18'-0"17'-6"20'-8 1/2" (field19'-0")18'-11" (field 18'-9")BRICK, VIF.FIELD STONE, VIF.
BRICK, VIF.FIELD STONE, VIF.
Janitor's
Closet
Gas, WaterElectric
sanitary
6'-0"6'-0"6'-0"9'-6"
4'-2"10'-0"
85'-0"
10'-4"13'-4"12'-10"13'-6"12'-4"9'-10"10'-4"18'-8"20'-8"5"5"6'-6"4'-4 1/2"6'-8 1/2"3'-0 1/2"9'-11 1/2"3'-0 1/2"39'-6"3'-0 1/2"19'-8 1/2"12'-11 1/2"3'-1"9'-0"10'-0"9'-0"3'-1"2'-8"6'-8 1/2"3'-0 1/2"9'-11 1/2"3'-0 1/2"39'-6"60'-1 1/2"7'-6 1/2"2'-9 1/2"3'-0 1/2"19'-8 1/2"57'-7 1/2"11'-0"12'-9"
Vestibule
B01
Lobby
B02
B01
B02
B02A
STOR. 150SFSTOR. 100SF
STOR. 50SF
STOR. 50SF
STOR. 50SF
STOR. 200SF STOR. 200SF
STOR. 200SF
STOR. 150SF STOR. 150SF STOR. 150SF
STOR. 150SF STOR. 150SF STOR. 150SF
STOR. 100SF STOR. 100SF STOR. 100SFSTOR. 100SF STOR. 150SF STOR. 200SF
STOR. 150SF
STOR. 100SF
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
A1.0
GENERAL NOTES:
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO INSTALL BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
TYP. PARTITION #1:
(DETAIL: BOARD & BATTEN OVER
MTL. STUDS UP TO 7'-0", WITH CHAIN
LINK IN-FILL PANEL BETWEEN TO OF
PARTITION AND CEILNG).
KEYED NOTES
1 NEW STEEL COLUMN, TYP. SEE
STRUCTURAL.
NEW COLUMN TO REPLACE
EXISTING BASEMENT COLUMNS
(SEE STRUCTURAL).
NEW MARVIN INTEGRITY
ULTREX-WOOD DOUBLE HUNG
WINDOW. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD FIXED WINDOWS.
SEE WINDOW/ FRAME SCHEDULE.
NEW INSULATED ALUMINUM-GLASS
OVERHEAD DOOR, TRACK,
HARDWARE. OVERHEAD DOOR
COMPANY ALUMINUM GLASS
MODEL #511.
NEW JANITOR'S MOP SINK, AND
ASSOCIATED WATER SUPPLY/
DRAIN.
NEW AIR IN-TAKE AND RETURN FOR
ERV UNITS, NOM. 16"H X 24"W
LOUVERS. SEE HVAC.
NEW EFCO 5600 THERMALLY
BROKEN STOREFRONT, WITH
STANDARD 1 3/4" D500 WIDE STILE
ALUMINUM-GLASS DOORS. SEE
DOOR/ FRAME SCHEDULE.
NEW POURED CONCRETE SLAB IN
HATCHED AREA, MATCH
ELEVATION OF ADJACENT EXISTING
CONCRETE FLOOR.
NEW POURED CONCRETE SILL AT
STOREFRONT DOOR/WINDOW
OPENING, EXPANSION JOINT WITH
NEW FLOOR SLAB AND NEW
EXTERIOR WALKWAY.
BASEMENT
PROPOSED PLAN
Scale:1 PROPOSED FLOOR PLAN, BASEMENT
1/4" = 1'-0"
2
3
1
2 2
22
1 11111
1
1 1 1
111111
4
5
444
3
3
5
6
6
7
7 7
8
8
8
9
10
9
9
10
1 1 1 1
1
1 1
1
MB
Location of first
floor ERV unit at
ceiling above
janitor's closet
4'-2"10'-0"
85'-0"
10'-4"13'-4"12'-10"13'-6"12'-4"9'-10"10'-4"18'-8"20'-8"5"5"6'-6"4'-4 1/2"6'-8 1/2"3'-0 1/2"9'-11 1/2"3'-0 1/2"39'-6"3'-0 1/2"19'-8 1/2"12'-11 1/2"3'-1"9'-0"10'-0"9'-0"3'-1"2'-8"6'-8 1/2"3'-0 1/2"9'-11 1/2"3'-0 1/2"39'-6"60'-1 1/2"7'-6 1/2"2'-9 1/2"3'-0 1/2"19'-8 1/2"57'-7 1/2"11'-0"12'-9"19'-7"8'-3"8'-7"8'-7"11'-2"10'-5"18'-0"17'-6"19'-1 1/2" (field19'-0")18'-11" (field 18'-9")MB
MB
MB
MB
MB
MB
MB
MB
MB
MB
MB
BRICK, VIF.FIELD STONE, VIF.
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
BASEMENT
PROPOSED RCP
Scale:2 PROPOSED RCP, BASEMENT
1/4" = 1'-0"
A1.1
GENERAL NOTES:
REMOVE ALL EXISTING UN-USED
PLUMBING & GAS PIPING, AT ALL
WALLS & CEILINGS.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO INSTALL BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
KEYED NOTES
1 NEW STEEL COLUMN SPANNING
UNDER SIDE OF ATTIC TRUSSES TO
NEW BASEMENT FOOTERS, TYP.
SEE STRUCTURAL.
NEW STEEL BEAM, TYP. SEE
STRUCTURAL (VERIFY WITH RH).
NEW STEEL COLUMNS UNDER NEW
STEEL BEAMS (replacement to
existing columns).
2
1 1 1 1 1 1
1
1
1111
1 1 1 1 1 1
111111
2
2
2
2
2
2
2
2
22
3
3 3
3 3
Bookcase
4'-0"
Printing, Production,
File Storage
New
window
New
door
6'-0"
New
window
4'-8"
UP9'-8"7'-10"7'-0"12'-6"5'-6"10'-0"
DW 2'-0"2'-6"6'-6"7'-8 1/2"9'-8"
5'-0 1/2"
4'-11 1/2"9'-3"4'-6 1/2"4'-1"
6'-0"6'-0"
6'-0"
85'-0"
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"10'-4"18'-8"20'-8"7"7"11'-0"14'-5"3'-1"8'-10"3'-1"1'-0"12'-11 1/2"3'-1"12'-4"3'-1"12'-7"3'-1"14'-5"20'-10"3'-1"8'-10"60'-1 1/2"13'-0"3'-1"1'-0"57'-7 1/2"3'-1"3'-1"3'-1"9'-0"3'-1"15'-6"
6'-0"3'-2"3'-0"3'-2"3'-0"4'-9"4'-0"3'-2"8'-0"10'-0"15'-9"3'-2"3'-10"3'-2"6'-1"10'-7 1/2"3'-2"8'-0"2'-5"1'-8"8'-7"1'-8"2'-5"8'-0"3'-2"10'-5"82'-10"
3'-3"1'-6"
3'-1"6'-10"6'-6"5'-2"
114
103103A
Classroom
Library
101
Studio
102
Vestibule
103
Admin.
104
Lobby
105
Hall
106
Toilet
107
Toilet
108
Admin.
109
Admin.
110
Files
Conference
111
Admin.
112
Stor.
116
Hall
117
Faculty
118
Lounge
120
Vestibule
114
Trash/Recycling
115
115B
115A
Conference
121
120
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
4 1/2"
1
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
1A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
PARTITION
GWB 1A
4"
1 LAYER 1/2"
GWB ONE SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
2 PARTITION
GWB 2A
2A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
6 1/2"
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
3 PARTITION
GWB 3A
3A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
6"
1 LAYER 1/2"
GWB ONE SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
4 PARTITION
GWB 4A
4A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
7 1/2"
PARTITION
GWB 5
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
4 1/2"
PARTITION
GWB 6
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
A1.2
GENERAL NOTES:
PROTECT ALL EXISTING SURFACES
TO REMAIN FROM DAMAGE FROM
CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL SEAL ALL
CONSTRUCTION AREAS AS
NECESSARY TO PREVENT THE
TRANSMISSION OF MATERIALS
GENERATED BY CONSTRUCTION
ACTIVITIES TO ADJACENT SPACES.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO INSTALL BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
KEYED NOTES
1 NEW 3'-0" X 7'-0" WOOD INTERIOR
SWINGING DOOR.
NEW 3'-0" X 7'-0" WOOD INTERIOR
POCKET DOOR.
INTERIOR METAL STOREFRONT
(EFCO #xx), ALUMINUM & GLASS
DOORS.
FIRST FLOOR
PROPOSED PLAN
Scale:1 PROPOSED FIRST FLOOR PLAN
1/4" = 1'-0"
2
3
INTERIOR PARTITION TYPES:
New
window New
door
New
window
UP
85'-0"
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"10'-4"18'-8"20'-8"7"7"11'-0"14'-5"3'-1"8'-10"3'-1"1'-0"12'-11 1/2"3'-1"12'-4"3'-1"12'-7"3'-1"14'-5"20'-10"3'-1"8'-10"60'-1 1/2"13'-0"3'-1"1'-0"57'-7 1/2"3'-1"3'-1"3'-1"9'-0"3'-1"15'-6"
6'-0"3'-2"3'-0"3'-2"3'-0"4'-9"4'-0"3'-2"8'-0"10'-0"15'-9"3'-2"3'-10"3'-2"6'-1"10'-7 1/2"3'-2"8'-0"2'-5"1'-8"8'-7"1'-8"2'-5"8'-0"3'-2"10'-5"82'-10"
3'-3"1'-6"
3'-1"6'-10"6'-6"10'-0"
8'-0"
8'-0"
8'-0"
7'-0"
10'-0"8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
8'-0"
8'-0"
9'-6"
9'-6"
8'-9 3/8" A.F.F., BOTTOM OF BEAM, TYP.
8'-0"
8'-0"
8'-0"
Classroom
Library
101
Studio
102
Vestibule
103
Admin.
104
Lobby
105
Hall
106
Toilet
108
Admin.
109
Admin.
110
Files
Conference
111
Admin.
112
Stor.
116
Hall
117
Faculty
118
Lounge
120
Vestibule
114
Trash/Recycling
115
115B
115A
Conference
121
10'-0"
EXISTING TRUSS MEMBER OR NEW
COLUMN
NEW HARDWOOD 1X TONGUE &
GROOVE FLOORING
NEW 1X PLYWOOD SUB-FLOOR
ACOUSTIBLOK IIC49-STC55-Blok16
ACOUSTIC MEMBRANE
EXISTING WOOD SUB-FLOOR
PLANKS, SANDED FLAT.
EXISTING BOTTOM CHORD OF WOOD
TRUSS (5X TRUE 2" X 1134"), WITH 2 X4
WOOD LEDGERS EACH SIDE
EXISTING WOOD FLOOR JOISTS
(TRUE 2" X 934"), 16" O.C., NOTCHED
OVER LEDGER BOARDS
58" TYPE X GYP. BOARD.
2X WOOD BLOCKING BETWEEN
TRUSS BOTTOM CHORD & STEEL
PLATE
38" X 17" CONTINUOUS STEEL TOP
PLATE OVER W12X40 STEEL BEAM,
ITUMESCENT PAINT. SEE
STRUCTURAL.
W8X40 STEEL COLUMN, PAINTED.
SEE STRUCTURAL.+/- 2 5/8"9 3/4"2 5/8"1'-0"ELEV. 10' - 0" ABOVE 1ST FLR.1'-0"ELEV. +/-11' - 0" ABOVE 1ST FLR.
ELEV. 8' - 9 3/8" ABOVE 1ST FLR.1 1/4"1'-6 1/4"
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
FIRST FLOOR
PROPOSED RCP
A1.3
GENERAL NOTES:
PROTECT ALL EXISTING SURFACES
TO REMAIN FROM DAMAGE FROM
CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL SEAL ALL
CONSTRUCTION AREAS AS
NECESSARY TO PREVENT THE
TRANSMISSION OF MATERIALS
GENERATED BY CONSTRUCTION
ACTIVITIES TO ADJACENT SPACES.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO INSTALL BEAMS & COLUMNS
INDICATED. SEE STRUCTURAL.
KEYED NOTES
1
1
2
KEYED NOTES
NEW W8X40 STEEL COLUMN, TYP.
OF 24. SEE STRUCTURAL.
TYP. COL. LINES 1-6:
NEW W12X40 STEEL BEAM + 3
8"x17"
TOP PLATE, COAT WITH
ITUMESCENT PAINT. SEE
STRUCTURAL. SEE DETAIL 2/A1.3.
Scale:1 PROPOSED FIRST FLOOR RCP
1/4" = 1'-0"
2
1 1 1 1 1 1
1 1 1 1 1
1
1 1 1 1 1 1
1 1 1 1 1
22222
Scale:2 RATED CLNG/FLR.
1" = 1'-0"
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"
82'-10"60'-1 1/2"17'-8"64'-5 1/2"10'-4"9'-7"9'-6"57'-11 1/2"20'-0 1/2"20'-3"89'-4"
39'-4 1/2"17'-7 1/2"28'-0 1/2"
1/A4.2 1-OPP./A4.2
2/A4.2 3/A4.2CLOSET
LOBBY
MASTER BEDRM
MASTER BEDRM
FOYERFOYER
2'-5 1/2"2'-5 1/2"
KITCHEN
1
LAUNDRY
LIVING
15'-7 1/2"2'-8"2'-8"1'-6"3'-8 1/2"2'-6"1'-6"4'-9 1/2"2'-8"2'-8"w/dMEDIA
DESK
OFFICE
VENT FREE GAS FIREPLACEHALF BATH
CLOSET
-
BATH
NEW POST
bench
w/d
HALF BATH
BATH
CLOSET
-
bench
VENT FREE GAS FIREPLACEKITCHEN
DINING
MEDIA
OFFICE
2'-0 1/2"
2'-0 1/2"
SIDEBOARD
DINING
CLOSET
-CLOSET
-
LIVING
LAUNDRY2'-6"2'-0"2'-1"2'-1"7"7"CLOSET
-7'-9"5'-7 1/2"6"
1 LAYER 1/2"
GWB ONE SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
4 PARTITION
GWB 4A
4A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
6 1/2"
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
3 PARTITION
GWB 3A
3A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
4"
1 LAYER 1/2"
GWB ONE SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
2 PARTITION
GWB 2A
2A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
4 1/2"
1
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
1A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
PARTITION
GWB 1A
7 1/2"
PARTITION
GWB 5
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
4 1/2"
PARTITION
GWB 6
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
A1.4
GENERAL NOTES:
PROTECT ALL EXISTING SURFACES
TO REMAIN FROM DAMAGE FROM
CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL SEAL ALL
CONSTRUCTION AREAS AS
NECESSARY TO PREVENT THE
TRANSMISSION OF MATERIALS
GENERATED BY CONSTRUCTION
ACTIVITIES TO ADJACENT SPACES.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO INSTALL COLUMNS INDICATED.
SEE STRUCTURAL.
KEYED NOTES
ATTIC FLOOR
PROPOSED PLAN
Scale:1 PROPOSED ATTIC FLOOR PLAN
1/4" = 1'-0"
1
X
1
1
1
1
1
1
1
1
1
1
2
2
2
2
4
4 4 4
4444
1 NEW 3'-0" X 7'-0" WOOD INTERIOR
SWINGING DOOR.
NEW MARVIN INTEGRITY
ULTREX-WOOD DOUBLE HUNG
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD CASEMENT
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW ENGINEERED POST WITH
RECLAIMED WOOD CLADDING OR
8X8 / 10X10 HEAVY TIMBER POST
SALVAGED FROM EXISTING
TRUSSES.
NEW POST, SEE STRUCTURAL.
2
2
2
2
2
3
3
3
3
3
1
1
1
4
4 4
4
4
4
4
4
4
5
5
5
5
5
INTERIOR PARTITION TYPES:
1
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"
82'-10"60'-1 1/2"17'-8"64'-5 1/2"10'-4"9'-7"9'-6"57'-11 1/2"20'-0 1/2"20'-3"89'-4"
39'-4 1/2"17'-7 1/2"28'-0 1/2"9'-7"7"7"7'-9"wood framed openingwood framed openingCLOSET
LOBBY
MASTER BEDRM
MASTER BEDRM
FOYERFOYER
KITCHEN
LAUNDRY
LIVING
MEDIA
OFFICE
HALF BATH
CLOSET
-
BATH
HALF BATH
BATH
CLOSET
-
KITCHEN
DINING
MEDIA
OFFICE
DINING
CLOSET
-CLOSET
-
LIVING
LAUNDRY
CLOSET
-
+8'-6"+8'-6"+8'-6"
+8'-6"+8'-6"+8'-6"+8'-6"+8'-6"CLOSET
-woodopeningLLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
ATTIC FLOOR
PROPOSED RCP
A1.5
GENERAL NOTES:
PROTECT ALL EXISTING SURFACES
TO REMAIN FROM DAMAGE FROM
CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL SEAL ALL
CONSTRUCTION AREAS AS
NECESSARY TO PREVENT THE
TRANSMISSION OF MATERIALS
GENERATED BY CONSTRUCTION
ACTIVITIES TO ADJACENT SPACES.
G.C. TO DESIGN AND INSTALL
TEMPORARY SHORING AS REQUIRED
TO INSTALL COLUMNS INDICATED.
SEE STRUCTURAL.
KEYED NOTESKEYED NOTES
Scale:1 PROPOSED ATTIC FLOOR RCP
1/4" = 1'-0"
1 NEW MARVIN INTEGRITY
ULTREX-WOOD DOUBLE HUNG
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD CASEMENT
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW ENGINEERED POST WITH
RECLAIMED WOOD CLADDING OR
8X8 / 10X10 HEAVY TIMBER POST
SALVAGED FROM EXISTING
TRUSSES.
NEW POST, SEE STRUCTURAL.
EDGE OF BALCONY ABOVE.
2
5
5
1
1
2
1 12
1
1
2
1 12
3
3 3 3
3333
3 3
3 3
3 3
3
3
4
4
4
4
3
4
5
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"
82'-10"60'-1 1/2"17'-8"64'-5 1/2"10'-4"9'-7"9'-6"57'-11 1/2"20'-0 1/2"20'-3"89'-4"
39'-4 1/2"17'-7 1/2"28'-0 1/2"
3'-4 1/2"
3'-4 1/2"
+8'-6"
ROOF ROOF
ROOF ROOF
ROOF
ROOF
ROOF
ROOF
GWB
CEILING
BELOW
GWB CEILING
BELOW
CLOSET
BEDRM
BATH
BEDRM
BATH
CLOSET
STAIR
DOWN
STAIR
DOWN
GWB
CEILING
BELOW
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
4 1/2"
1
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
1A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
PARTITION
GWB 1A
4"
1 LAYER 1/2"
GWB ONE SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
2 PARTITION
GWB 2A
2A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
6 1/2"
1 LAYER 1/2"
GWB EACH SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
3 PARTITION
GWB 3A
3A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
6"
1 LAYER 1/2"
GWB ONE SIDE
2X4 WOOD STUD,
1'-4" O.C. TYP.
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
4 PARTITION
GWB 4A
4A: ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
A1.6
GENERAL NOTES:
PROTECT ALL EXISTING SURFACES
TO REMAIN FROM DAMAGE FROM
CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL SEAL ALL
CONSTRUCTION AREAS AS
NECESSARY TO PREVENT THE
TRANSMISSION OF MATERIALS
GENERATED BY CONSTRUCTION
ACTIVITIES TO ADJACENT SPACES.
KEYED NOTES
1 NEW 4'-0" X 7'-0" DOUBLE WOOD
INTERIOR SWINGING DOORS.
NEW MARVIN INTEGRITY
ULTREX-WOOD FIXED WINDOWS.
SEE WINDOW/ FRAME SCHEDULE.
WOOD CAPPED BALCONY
OVERLOOKIING LIVING ROOM AREA
BELOW.
SKYLIGHT: VELUX FS M06
NOM. 30" X 45" (DOUBLE GANGED).
NEW 3'-0" X 7'-0" SINGLE WOOD
INTERIOR SWINGING DOOR.
LOFT
PROPOSED PLAN
Scale:1 PROPOSED LOFT PLAN
1/4" = 1'-0"
2
3
1
5
5
1
1 2
2
33
4
44
2
2
4
4
4
4
4
4
4
4
4 4
4 4
4
4
4
4
4
4
4
4
44
5
INTERIOR PARTITION TYPES:
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"
82'-10"60'-1 1/2"17'-8"64'-5 1/2"10'-4"9'-7"9'-6"57'-11 1/2"20'-0 1/2"20'-3"89'-4"
39'-4 1/2"17'-7 1/2"28'-0 1/2"
CLOSET
LOFT BEDRM
BATH
LOFT BEDRM
BATH
CLOSET
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
LOFT
PROPOSED RCP
A1.7
GENERAL NOTES:
PROTECT ALL EXISTING SURFACES
TO REMAIN FROM DAMAGE FROM
CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL SEAL ALL
CONSTRUCTION AREAS AS
NECESSARY TO PREVENT THE
TRANSMISSION OF MATERIALS
GENERATED BY CONSTRUCTION
ACTIVITIES TO ADJACENT SPACES.
KEYED NOTES
1
KEYED NOTES
NEW W8X40 STEEL COLUMN, TYP.
OF 24. SEE STRUCTURAL.
TYP. COL. LINES 1-6:
NEW W8X40 STEEL BEAM, COAT
WITH ITUMESCENT PAINT, TYP. SEE
STRUCTURAL. BEAM BELOW NEW
BEARING PLATE & EXISTING
BOTTOM TRUSS CHORD - PLATE,
CHORD AND FLOOR STRUCTURE
ABOVE 1 HR GYP. BD/ WOOD DECK
RATED ENCLOSURE.
Scale:1 PROPOSED LOFT RCP
1/4" = 1'-0"
2
11'-0"8'-7 1/2"LOFT
SECOND FLR
FIRST FLR
9'-10"BASEMENT
11'-0"8'-7 1/2"LOFT
SECOND FLR
FIRST FLR
9'-11"BASEMENT
20'-0"8'-0"COL. ACOL. BCOL. CCOL. DCOL. E3
AX.X
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
WEST
EXT. ELEVATIONS
A2.1
Scale:2 PROPOSED WEST EXT. ELEVATION
1/4" = 1'-0"
Scale:1 EXISTING WEST EXT. ELEVATION
1/4" = 1'-0"
GENERAL NOTES:
EXTERIOR BRICK TO REMAIN;
REPLACE MISSING BRICKS,
RE-POINT AS NEEDED.
EXISTING ASPHALT ROOF
ASSEMBLY TO REMAIN.
KEYED DEMOLITION NOTES
NOTE HATCH INDICATES AREA OF
MATERIALS TO BE REMOVED.
1 REMOVE EXISTING WINDOW SASH,
AND PROTECTIVE PLYWOOD AT
OPENING. RETAIN EXST. MASONRY
OPENING + EXST. WOOD WINDOW
FRAME/TRIM/ BLIND STOP.
REMOVE EXISTING PANELED
GARAGE DOOR, TRACK AND
HARDWARE. RETAIN EXST.
MASONRY OPENING, GRANITE
SILL, & SOFFIT AT +/-8'-10".
REMOVE EXISTING CARRIAGE
DOORS, INTERIOR TRIM, AND
PROTECTIVE PLYWOOD AT
OPENING. RETAIN EXST. MASONRY
OPENING. REMOVE MASONRY AT
SILL TO FLUSH WITH LEVEL OF
EXISTING CONCRETE BASEMENT
FLOOR, PREP FOR NEW
CONCRETE SILL .
REMOVE EXISTING EXTERIOR
CLADDING, TRIM, WINDOW & GABLE
VENT AT VERTICAL FACES (BELOW
EAVE) OF EXISTING DORMER,
FRONT AND TWO TRIANGULAR
SIDES.
REMOVE ASPHALT ROOF
ASSEMBLY AND ROOF RAFTERS IN
AREA OF NEW SKYLIGHT
OPENINGS. REMOVE ADDITIONAL
ASPHALT FINISH ROOFING AT +/-18
IN. PERIMETER SURROUNDING
SKYLIGHT OPENING TO ALLOW FOR
INTEGRATION OF RE-INSTALLED
ROOF ASSEMBLY WITH NEW
SKYLIGHT FLASHINGS.
2
3
4
1
3 1 1
1 1
444
2
4
4 4
KEYED CONSTRUCTION NOTES
10 NEW MARVIN INTEGRITY
ULTREX-WOOD DOUBLE HUNG
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD CASEMENT
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD FIXED WINDOWS.
SEE WINDOW/ FRAME SCHEDULE.
NEW VELUX SKYLIGHTS.SEE
WINDOW/ FRAME SCHEDULE. NEW
FRAMED OPENING IN EXST. WOOD
ROOF FRAMING. NEW FLASHING &
RE-INSTALL ASPHALT ROOF
MATERIALS.
NEW INSULATED ALUMINUM-GLASS
OVERHEAD DOOR, TRACK,
HARDWARE. OVERHEAD DOOR
COMPANY ALUMINUM GLASS
MODEL #511.
11
12
10 10
15 15 15
15
15
11
12
13
14
14
13
13
13
13
3
5
5 5
15 NEW MARVIN INTEGRITY ULTREX-WOOD
INSERT DOUBLE HUNG WINDOWS (USE
EXISTING WOOD WINDOW FRAME/TRIM/
BLIND STOP - REPAIR OR PROVIDE NEW
TO MATCH EXST PROFILES AS NEEDED).
NEW ALUMINUM GABLE LOUVER, 8:12
PITCH, 60" BASE. NON-FUNCTIONAL.
NEW EFCO 5600 THERMALLY BROKEN
STOREFRONT, WITH STANDARD 1 3/4"
D500 WIDE STILE ALUMINUM-GLASS
DOORS. SEE DOOR/ FRAME SCHEDULE.
NEW 6" CONCRETE SILL AT NEW
STOREFRONT OPENING. REPAIR/ TOOTH
IN NEW MASONRY TO MATCH EXISTING
AT JAMB EXTENSIONS.
NEW CONCRETE WALKWAYS, CONCRETE
PAD FOR HVAC EQUIPMENT, AND
EQUIPMENT ENCLOSURE. SEE SITE
DRAWINGS.
17
16
17
18
18
19
19191919
16
19
1
11'-0"8'-7 1/2"LOFT
SECOND FLR
FIRST FLR
9'-10"BASEMENT
8'-7 1/2"LOFT
9'-11"BASEMENT11'-0"SECOND FLR
FIRST FLR
Tenant Signage
Located Here
Tenant Signage
Located Here
1
AX.X
2
AX.X
COL. 1COL. 2COL. 3COL. 4COL. 5COL. 62, O.H.
AX.X
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
SOUTH
EXT. ELEVATIONS
A2.2
Scale:2 PROPOSED SOUTH EXT. ELEVATION
1/4" = 1'-0"
Scale:1 EXISTING SOUTH EXT. ELEVATION
1/4" = 1'-0"
GENERAL NOTES:
EXTERIOR BRICK TO REMAIN;
REPLACE MISSING BRICKS,
RE-POINT AS NEEDED.
EXISTING ASPHALT ROOF
ASSEMBLY TO REMAIN.
1 REMOVE EXISTING WINDOW SASH,
AND PROTECTIVE PLYWOOD AT
OPENING. RETAIN EXST. MASONRY
OPENING + EXST. WOOD WINDOW
FRAME/TRIM/ BLIND STOP.
REMOVE EXISTING EXTERIOR
CLADDING, TRIM, WINDOW & GABLE
VENT AT VERTICAL FACES (BELOW
EAVE) OF EXISTING DORMER,
FRONT AND TWO TRIANGULAR
SIDES.
REMOVE EXISTING STUD WALL
IN-FILL, TRIM & DOOR AT EXISTING
MASONRY OPENING.
DEMO EXISTING MASONRY
EXTERIOR WALL IN HATCHED AREA
FOR NEW DOOR OR WINDOW
OPENING.
REMOVE EXISTING PROTECTIVE
PLYWOOD, CARRIAGE DOORS,
DOOR HARDWARE, TRIM DOWN TO
EXISTING MASONRY OPENING.
REMOVE ASPHALT ROOF
ASSEMBLY AND ROOF RAFTERS IN
AREA OF NEW SKYLIGHT
OPENINGS. REMOVE ADDITIONAL
ASPHALT FINISH ROOFING AT +/-18
IN. PERIMETER SURROUNDING
SKYLIGHT OPENING TO ALLOW FOR
INTEGRATION OF RE-INSTALLED
ROOF ASSEMBLY WITH NEW
SKYLIGHT FLASHINGS.
2
10 1011
12
13
13
13
13
13
13
13
13
2
2 2
2 2 2
14 14 14 14 14
3
3
16
4
4
1 1 1 1 1
16
2
KEYED CONSTRUCTION NOTES
10 NEW MARVIN INTEGRITY
ULTREX-WOOD DOUBLE HUNG
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD CASEMENT
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD FIXED WINDOWS.
SEE WINDOW/ FRAME SCHEDULE.
NEW VELUX SKYLIGHTS.SEE
WINDOW/ FRAME SCHEDULE. NEW
WOOD FRAMED OPENING IN EXST.
ROOF FRAMING. NEW FLASHING &
RE-INSTALL ASPHALT ROOF
MATERIALS.
NEW MARVIN INTEGRITY
ULTREX-WOOD INSERT DOUBLE
HUNG WINDOWS (USE EXISTING
WOOD FRAME/ BLIND STOP/ TRIM).
NEW ALUMINUM GABLE LOUVER,
8:12 PITCH, 60" BASE.
NON-FUNCTIONAL.
NEW EFCO 5600 THERMALLY
BROKEN STOREFRONT, WITH
STANDARD 1 3/4" D500 WIDE STILE
ALUMINUM-GLASS DOORS. SEE
DOOR/ FRAME SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD DOUBLE HUNG
WINDOW IN NEW MASONRY
OPENING. SEE WINDOW/ FRAME
SCHEDULE. PROVIDE NEW CAST
CONCRETE SILL TO MATCHING
EXISTING SILLS. PROVIDE NEW
WOOD WINDOW FRAME/ BLIND
STOP/ TRIM TO MATCHING
EXISTING.
NEW CONCRETE WALKWAY, SEE
SITE DRAWINGS.
11
12
13
14
15
16
17
17
17
15
4 5
5
18
18
6
66
16
KEYED DEMOLITION NOTES
NOTE HATCH INDICATES AREA OF
MATERIALS TO BE REMOVED.
1
11'-0"8'-7 1/2"LOFT
SECOND FLR
FIRST FLR
Tenant Signage
Located HereCOL. ACOL. BCOL. CCOL. DCOL. E3
AX.X11'-0"8'-7 1/2"LOFT
SECOND FLR
FIRST FLR
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
EAST
EXT. ELEVATIONS
A2.3Scale:2 PROPOSED EAST EXT. ELEVATION
1/4" = 1'-0"
Scale:1 EXISTING EAST EXT. ELEVATION
1/4" = 1'-0"
GENERAL NOTES:
EXTERIOR BRICK TO REMAIN;
REPLACE MISSING BRICKS,
RE-POINT AS NEEDED.
EXISTING ASPHALT ROOF
ASSEMBLY TO REMAIN.
13
13
13
13
12
1110 10
14 14 14 14
2
2 2
2 2 2
1 1 1 1
3
16
KEYED DEMOLITION NOTES
NOTE HATCH INDICATES AREA OF
MATERIALS TO BE REMOVED.
1 REMOVE EXISTING WINDOW SASH,
AND PROTECTIVE PLYWOOD AT
OPENING. RETAIN EXST. MASONRY
OPENING + EXST. WOOD WINDOW
FRAME/TRIM/ BLIND STOP.
REMOVE EXISTING EXTERIOR
CLADDING, TRIM, WINDOW & GABLE
VENT AT VERTICAL FACES (BELOW
EAVE) OF EXISTING DORMER,
FRONT AND TWO TRIANGULAR
SIDES.
REMOVE EXISTING STUD WALL
IN-FILL & DOUBLE DOORS AT
EXISTING MASONRY OPENING.
REMOVE EXISTING BARN DOOR
TRACK / HARDWARE/ HEADER.
REMOVE ASPHALT ROOF
ASSEMBLY AND ROOF RAFTERS IN
AREA OF NEW SKYLIGHT
OPENINGS. REMOVE ADDITIONAL
ASPHALT FINISH ROOFING AT +/-18
IN. PERIMETER SURROUNDING
SKYLIGHT OPENING TO ALLOW FOR
INTEGRATION OF RE-INSTALLED
ROOF ASSEMBLY WITH NEW
SKYLIGHT FLASHINGS.
2
3
4
KEYED CONSTRUCTION NOTES
10 NEW MARVIN INTEGRITY
ULTREX-WOOD DOUBLE HUNG
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD CASEMENT
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD FIXED WINDOWS.
SEE WINDOW/ FRAME SCHEDULE.
NEW VELUX SKYLIGHTS.SEE
WINDOW/ FRAME SCHEDULE. NEW
WOOD FRAMED OPENING IN EXST.
ROOF FRAMING. NEW FLASHING &
RE-INSTALL ASPHALT ROOF
MATERIALS.
NEW MARVIN INTEGRITY
ULTREX-WOOD INSERT DOUBLE
HUNG WINDOWS (USE EXISTING
WOOD WINDOW FRAME/TRIM/
BLIND STOP).
NEW ALUMINUM GABLE LOUVER,
8:12 PITCH, 60" BASE.
NON-FUNCTIONAL.
NEW EFCO 5600 THERMALLY
BROKEN STOREFRONT, WITH
STANDARD 1 3/4" D500 WIDE STILE
ALUMINUM-GLASS DOORS. SEE
DOOR/ FRAME SCHEDULE.
11
12
13
14
4 4
3
3
15
16
15
2
1
11'-0"8'-7 1/2"LOFT
SECOND FLR
FIRST FLR
9'-11"BASEMENT
2'-2 1/2"3'-9"COL. 1COL. 2COL. 3COL. 4COL. 5COL. 6align align
2
AX.X
1
AX.X 2
AX.X11'-0"8'-7 1/2"LOFT
SECOND FLR
FIRST FLR
9'-11"BASEMENT
2'-2 1/2"3'-9"
align align
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
NORTH
EXT. ELEVATIONS
A2.4Scale:2 PROPOSED NORTH EXT. ELEVATION
1/4" = 1'-0"
Scale:1 EXISTING NORTH EXT. ELEVATION
1/4" = 1'-0"
1 REMOVE EXISTING WINDOW SASH,
AND PROTECTIVE PLYWOOD AT
OPENING. RETAIN EXST. MASONRY
OPENING + EXST. WOOD WINDOW
FRAME/TRIM/ BLIND STOP.
REMOVE EXISTING EXTERIOR
CLADDING, TRIM, WINDOW & GABLE
VENT AT VERTICAL FACES (BELOW
EAVE) OF EXISTING DORMER,
FRONT AND TWO TRIANGULAR
SIDES.
REMOVE ASPHALT ROOF
ASSEMBLY AND ROOF RAFTERS IN
AREA OF NEW SKYLIGHT
OPENINGS. REMOVE ADDITIONAL
ASPHALT FINISH ROOFING IN +/-18
IN. PERIMETER SURROUNDING
SKYLIGHT OPENING TO ALLOW FOR
INTEGRATION/ RE-INSTALL WITH
NEW SKYLIGHT FLASHINGS.
REMOVE EXISTING MASONRY,
CREATE RECTANGULAR OPENING
THROUGH EXTERIOR WALL FOR
NEW NOM. 16"H X 24"W HVAC
LOUVER (IN-TAKE & RETURN FOR
FIRST FLR ERV UNIT). SEE HVAC.
DEMO EXISTING MASONRY
EXTERIOR WALL IN HATCHED AREA
FOR WINDOW OPENING (incl new
lintel & sill).
2
KEYED CONSTRUCTION NOTES
10 NEW MARVIN INTEGRITY
ULTREX-WOOD DOUBLE HUNG
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD CASEMENT
WINDOWS. SEE WINDOW/ FRAME
SCHEDULE.
NEW MARVIN INTEGRITY
ULTREX-WOOD FIXED WINDOWS.
SEE WINDOW/ FRAME SCHEDULE.
NEW VELUX SKYLIGHTS.SEE
WINDOW/ FRAME SCHEDULE. NEW
FRAMED OPENING IN EXST. WOOD
ROOF FRAMING. NEW FLASHING &
RE-INSTALL ASPHALT ROOF
MATERIALS.
NEW MARVIN INTEGRITY
ULTREX-WOOD INSERT DOUBLE
HUNG OR FIXED WINDOWS (USE
EXISTING WOOD FRAME/ BLIND
STOP/ TRIM).
NEW ALUMINUM GABLE LOUVER,
8:12 PITCH, 60" BASE. FRESH AIR
IN-TAKE FOR ATTIC LEVEL ERV'S.
SEE HVAC.
NEW HVAC IN-TAKE / RETURN
LOUVERS, NOM. 16"H X 24"W, SEE
HVAC.
11
12
2 2 2
1 1 1
1 1
1 1
1
2
2 2
10 10
11
12
13
13
13
13
13
13
13
13
14 14 14 14 14
1414
14
3
33
13
14
15
15
4
4 4
161616
2
5
5
14
GENERAL NOTES:
EXTERIOR BRICK TO REMAIN;
REPLACE MISSING BRICKS,
RE-POINT AS NEEDED.
EXISTING ASPHALT ROOF
ASSEMBLY TO REMAIN.
KEYED DEMOLITION NOTES
NOTE HATCH INDICATES AREA OF
MATERIALS TO BE REMOVED.
1
NEW ALUMINUMLOUVER, 8:12 PITCH WITH 60"
BASE. NON-FUNCTIONAL AT EAST & WEST
DORMERS. FUNCTIONAL AT NORTH & SOUTH
DORMERS. SEE HVAC.
NEW MARVIN INTEGRITY ULTREX-WOOD
FIXED WINDOW, ITDHP30-40.
NEW BORAL TRU-EXTERIOR
POLY-ASH CHANNEL SIDING,
SMOOTH, CRAFTSMAN COLLECTION.
NEW BORAL TRU-EXTERIOR POLY-ASH
TRIM, SMOOTH, nom. 1x6.
EXISTING ROOF ASSEMBLY AND DORMER
GABLE FASCIA TO REMAIN (RE-PAINT
FASCIA & TRIM).8'-7 1/4"LOFT
SECOND FLR
DETAIL X/A3.2 DETAIL X/A3.2
BORAL TRIM, 5/4x6 (1" X 5 1/2").
NEW WOLF HOME PRODUCTS POLY-ASH
MOULDING (PRE-FAB USING BORAL TRIM), #TE-75
BED MOULDING (916" X 1 916").
NEW MARVIN INTEGRITY ULTREX-WOOD
CASEMENT WINDOW, ICAP29-78.
NEW MARVIN INTEGRITY ULTREX-WOOD
DOUBLE HUNG WINDOW, ITDH44-82.
BORAL TRIM, 1X4 (3/4" X 3 1/2 "), THREE SIDES.
BORAL TRIM, SMOOTH, 5/4x6 (1" X 5 1/2").
BORAL TRIM, SMOOTH, 5/4x6 (1" X 5 1/2").
elev. +28", window ref.
elev. +8'-10 5/8", window ref.
13'-0"
19'-0 1/2"5'-5"5'-10"Scale:2 WINDOW TYPES
1/4" = 1'-0"
OPERABLE DOUBLE HUNG MARVIN
INTEGRITY ULTREX- WOOD
WINDOW W. INSECT SCREEN
A 6'-1 1/2"6'-1 1/2"3'-4 1/2"4'-10"VARIESVARIES
6'-3"2'-10 1/2"VARIES2'-10 1/2"NEW WOOD
FRAME(MATCH
EXST.
PROFILES) TO
RECEIVE
NEW MARVIN
INSERT
WINDOW
4'-10"3'-2"D1
MARVIN ITIDH33.5-75
R.O. 34.5"w X 75.5"h
M.O. 37"w X 78"h
D2
MARVIN ITIDH34.5-75R.O. 35.5"w X 75.5"hM.O. 38"w X 78"h
D3MARVIN ITIDH25.5-65
R.O. 26.5"w X 65.5"h
M.O. 29"w X 68"h
D4
MARVIN ITIDH33.5-73
R.O. 34.5"w X 73.5"h
M.O. 37"w X 76"h
D5
MARVIN ITIDH33.5-65
R.O. 34.5"w X 65.5"h
M.O. 37"w X 68"h
F1
MARVIN ITIDHP33-30
R.O. 34"w X 30.5"h
M.O. 36.5"w X 33"h
F2
MARVIN ITIDHP33-35
R.O. 34"w X 35.5"h
M.O. 36.5"w X 38"h
F3
MARVIN ITIDHP33-46
R.O. 34"w X 46.5"h
M.O. 36.5"w X 48"h
2'-6 9/16"3'-10 1/4"3'-10 1/4"4 1/4"8"
R.O. to R.O.9'-3 1/2" stone sill to timber lintel10'-0" M.O.
9'-11" frame
9'-3" frame6 1/2"2 1/4"2 1/4"2 1/4"3'-4 1/2"3'-0"7'-6"1'-3 1/4"
5'-3 1/4"
2 1/4"
2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"5"
5"5"9'-1 1/2" M.O.9'-10 1/2" M.O.8'-7" M.O.2'-7 1/4"9'-10" frame9'-1" frame3'-4"
8'-6 1/2" frame
2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"
2 1/4"
2 1/4"7'-6"10'-0"9'-0"10'-0"8'-6"2'-7 1/4"3'-4"7'-6"eq.eq.eq.7'-6"eq.eq.eq.1'-5 1/2"4 1/2"2 3/4"2 3/4"3 3/8"eq.eq.eq.eq.eq.eq.eq.9'-11" frame
8'-2" frame3'-4 1/2"
1'-3 1/4"
5'-3 1/4"
2 1/4"
2 1/4"2 1/4"
2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"eq.eq.eq.8'-0"5"5"6 1/2"EXISTING STONE SILL EXISTING STONE SILLEXISTING STONE SILL EXISTING STONE SILL
NEW CAST CONCRETE SILL
NEW MASONRYEXIST. MASONRY7'-6 1/2" M.O.9'-0"8'-6 1/4" frameEXISTING WOOD LINTEL
8'-6"NEW WOOD TRIM/ HEADER
NEW WOOD TRIM/ HEADER
8'-6 3/4"7'-5 1/2" frame
5"5"5"6 1/2"5"
3'-0"
10'-0" M.O.
3'-4 1/2"4'-9"8'-4"5"5"6 1/2"5"
3'-0"
EXST. TRIM/ WOOD SOFFIT
8'-2 1/2"8'-8 1/2" bottom of steel lintel8'-8" frame3'-2" frame
2'-9 1/2"2'-9 1/2"
3'-3" M.O.9'-3" M.O.7'-6"5"5"5"6 1/2"114 103
B01 120
B02A
B02 1'-8" LOUVER6 5/8"",5 1/2" board cut on diag.3",2 1/2" trimon diag.1'-8 1/2" LOUVER ROUGH OPENING3/8"2 1/2"3 1/2"(Window +12") = WINDOW ROUGH OPENING5 1/2"WINDOWLOFT ELEV. +8'-7 1/4"A.F.F.3 3/8"ELEV. +8'-10 5/8" A.F.F.
WINDOW REF.
VARIES: 3'-1", 3'-2", 2'-5"VARIES: 6'-6", 5'-3"VARIES: 6'-4", 2'-9", 3'-2", 4'-0"VARIES: 3'-0 1/2", 3'-1"
VARIES: 3'-5", 3'-6", 2'-9"VARIES: 6'-6", 5'-3"4 1/2"2 1/2"4 1/2"2 1/2"8"2 1/4"2"6 3/4"2 1/4"TYP. 2 BRICKSTYP. 2 BRICKS2"2"2"3"TYP. EXST.
FLAT TOP
MASONRY
WINDOW
OPENING
+
EXST. WOOD
FRAME
EXTERIOR
TYP. EXST.
ARCHED TOP
MASONRY
WINDOW
OPENING
+
EXST. WOOD
FRAME
EXTERIOR
TYP. EXST.
ARCHED TOP
MASONRY
WINDOW
OPENING
+
EXST. WOOD
FRAME
INTERIOR
7 1/8"1 1/2"1"LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
DOORS ELEV/ DETAILS
EXTERIOR WINDOWS,
A3.1
Scale:1 DETAIL ELEVATION OF TYP. DORMER
1/2" = 1'-0"
Scale:3 TYP. MASONRY OPENINGS, FRAME ELEV.'S
1/2" = 1'-0"
Scale:5 EXTERIOR MASONRY DOOR OPENINGS, STOREFRONT FRAMES & DOORS
1/2" = 1'-0"
Scale:6 DORMER WINDOWS & LOUVER
1 1/2" = 1'-0"
Scale:4 TYP. INSERT WINDOW DETAIL
1/2" = 1'-0"
HEAVY TIMBER LINTEL OVER DOOROPENING TO REMAIN.
1 HOUR RATED FLOOR-CEILING ASSEMBLY ATATTIC FLOOR - BOTTOMCHORD OF TRUSS -FIRST FLOOR CEILING.BASED ON UL ASSEMBLY#L523.
STEEL W-SECTION UNDER EXISTINGTRUSS; COAT WITH INTUMESCENTPAINT.
1 HOUR RATED FLOOR-CEILING ASSEMBLY ATATTIC FLOOR - BOTTOMCHORD OF TRUSS -FIRST FLOOR CEILING.BASED ON UL ASSEMBLY#L523.
HEAVY TIMBER LINTEL OVER DOOR
OPENING TO REMAIN.
1 HOUR RATED FLOOR-
CEILING ASSEMBLY AT
ATTIC FLOOR - BOTTOM
CHORD OF TRUSS -
FIRST FLOOR CEILING.
BASED ON UL ASSEMBLY
#L523.
STEEL W-SECTION UNDER EXISTING
TRUSS; COAT WITH INTUMESCENT
PAINT.
1 HOUR RATED FLOOR-
CEILING ASSEMBLY AT
ATTIC FLOOR - BOTTOM
CHORD OF TRUSS -
FIRST FLOOR CEILING.
BASED ON UL ASSEMBLY
#L523.
1
1
2"varies 2212" - 24"2'-4"1"
7
"3'-8"8'-6"ASPHALT SHEATHING OVER
METAL STEP FLASHING
VELUX EDL SADDLE
FLASHING, BETWEEN LAYERS
OF MTL FLASHING
VELUX EKL GUTTER
BETWEEN VELUX M06
NOM. 30" X 45" SKYLIGHT UNITS
9
1
2"+/-
1
1
1
2"
VELUX EDL HEAD FLASHING8'-8"6 5/8"",3",2 1/2" trimLLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
A3.2
DETAILS
WALL SECTIONS,
Scale:X WEST WALL SECT.
1/2" = 1'-0"
Scale:X OVERHEAD DOOR SILL
1 1/2" = 1'-0"
Scale:X OVERHEAD DOOR HEAD
1 1/2" = 1'-0"
Scale:X ATTIC FLR/ 1ST FLR CLNG.
1 1/2" = 1'-0"
Scale:X SOUTH WALL SECT.
1/2" = 1'-0"Scale:X EAST WALL SECT.
1/2" = 1'-0"
Scale:X NORTH WALL SECT.
1/2" = 1'-0"
Scale:X ALUM. DOOR SILL
1/2" = 1'-0"
Scale:X ALUM. WINDOW MULLION
1/2" = 1'-0"
Scale:X ALUM. DOOR HEAD
1/2" = 1'-0"
Scale:X ALUM. WINDOW HEAD
1/2" = 1'-0"
Scale:X ALUM. WINDOW HEAD
1/2" = 1'-0"
Scale:X TYPICAL SKYLIGHT
1/2" = 1'-0"
Scale:X MASRONRY WINDOW HEAD
1/2" = 1'-0"
Scale:X MASONRY WINDOW SILL/ INTERMED. MULLION
1/2" = 1'-0"
Scale:X EAST-WEST BUILDING SECTION
NTS
Scale:X EAST-WEST BUILDING SECTION
NTS
X X
X X
102 xxxxxxxxx
2'-6"2'-0"4"22"22"
xxx
Scale:X STUDIO, NORTH ELEV.
1/4" = 1'-0"Scale:X STUDIO, WEST ELEV.
1/4" = 1'-0"
Scale:X STUDIO, SOUTH ELEV.
1/4" = 1'-0"
Scale:X ADMIN. AREA, EAST
1/4" = 1'-0"X ADMIN. AREA, NORTH
1/4" = 1'-0"Scale:X LOBBY, EAST ELEV.
1/4" = 1'-0"Scale:X LOBBY, WEST ELEV.
1/4" = 1'-0"
Scale:X LOUNGE/ KITCHEN, NORTH
1/4" = 1'-0"
Scale:X CONFERENCE, WEST
1/4" = 1'-0"2'-10"4"30"7'-2"8'-6"2"1'-10"2"2'-4"2"2'-4"34"26 1/2"
2'-6"3'-0"7'-0"8'-6"8'-6"9'-4"2"8'-7"
8'-7"8'-6"9'-4"10'-0"8'-6"10'-0"7'-8"8'-0"4'-4"
26 1/2"
4'-4"
LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
CSLD
INT. ELEVATIONS
A4.1
8'-6"7'-8"7'-8"DETAIL X/A3.0
DINING ROOM FAMILY ROOM
LOFT 9'-0"8'-6" (top of exst. truss)7'-8"3'-2"6'-8"7'-10"11'-9"8'-6"6'-9"3'-2"3'-2"3'-2"2'-10"6'-0"7'-4 1/2"5'-3"8'-8"8'-0"+/-13'-0"8'-6"5"3'-2"7'-8"3'-0"plywd cross bracing inside wallplywd cross bracing inside wallpost paritally inside wallpost inside wallpost inside wallpost partially inside wall8'-7 1/2"2'-5 12" elev.2'-5 12" elev.post inside wall3'-2"3'-0"3'-2"3'-0"3'-2"3'-0"7'-1 1/2"11'-0"8'-0"LIVING DINING FOYER FOYER DINING LIVING
LOFT LOFTBATHROOMCLOSET
LOBBY
3"6'-5"LLC
Architecture, Planning, Interior Design
413 . 586 . 1600
JUSTER POPE FRAZIER
Northampton, Massachusetts 01060
82 North Street
REMARKS
REVISIONS
NO.DATE BY
SHEET TITLE
DATE
SCALE
DRAWN BY
SHEET NO.
CHECKED BY
VILLAGE HILL
NORTHAMPTON, MA
COACH HOUSE
Kevin Chrobak
PROGRESS DRAWING
NOT FOR CONSTRUCTION
Civil Engineers
860 . 928 . 7848
Mansfield, CT 06268
33 Wilbur Cross Way Suite 105
Structural Engineer
413 . 774 . 7444
Greenfield, MA 01301
18 Linden Avenue
Mechanical Engineers
413 . 268 . 7251
Haydenville, MA 01039
4 South Main Street
DECEMBER 8, 2017
AS NOTED
JLS, KC
A4.2
Scale:1 N-S SECTION/ ELEVATION, thru dormers
1/4" = 1'-0"
Scale:2 N-S SECTION/ ELEVATION, through Dining-Family Rm
1/8" = 1'-0"
Scale:3 E-W SECTION/ ELEVATION
1/4" = 1'-0"
APARTMENTS
INT. ELEVATIONS