COACH HOUSE architectural 2017.01.12 rev1 Roof PlanLLC
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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
STRUCTURAL
F1 Foundation Plan
S1 First Floor Framing Plan
S2 Second Flr. Framing Plan
S3 Loft Floor Framing Plan
S4 Roof Framing Plan
S5 Structural Details
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
A2.2 Exterior Elevations, South
A2.3 Exterior Elevations, East
A2.4 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. 1 hour rated stairwell to 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 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"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'-5"10'-4"9'-4"20'-8"5"5"15'-10"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"5"
T-9T-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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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 hung10x1210x1210x1210x1210x122X4 + 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'-5"10'-4"9'-4"20'-8"5"5"15'-10"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"5"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.
3x12, 17" o.c. typ.10x12LLC
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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"25'-2"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"2'-0"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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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"25'-2"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"2'-0"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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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"17'-8"20'-0 1/2"20'-3"7"7"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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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
21 1
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")BRICK, VIF.FIELD STONE, VIF.
BRICK, VIF.FIELD STONE, VIF.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'-5"10'-4"9'-4"20'-8"5"5"15'-10"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"5"
Vestibule
B01
Lobby
B02
B01
B02
B02A
STOR. (150SF)
B07
STOR. (100SF)
B06
STOR. (200SF)
B08
STOR. (210SF)
B09
STOR. (200SF)
B10
STOR. (300SF)
B04
STOR. (150SF)
B20
STOR. (150SF)
B21
STOR. (150SF)
B23
STOR. (150SF)
B22
STOR. (100SF)
B18
STOR. (100SF)
B17
STOR. (100SF)
B15
STOR. (100SF)
B16 STOR. (150SF)
B14
STOR. (200SF)
B13
STOR. (150SF)
B12
STOR. (100SF)
B11
Janitor's
Closet
B05
Electric
Room
B03
STOR. (170SF)
B19
B01A
B05 B06 B07 B08 B09
B10
B11
B21B20B19
B04
B23 B22
B12
B03
B18 B17 B16 B15 B14 B13
FRAME GG
(typ. all storage room doors)
sanitary
electrical (route at clng to
electrical rm)
domestic water
fire protection
gas
3 5/8"
3
4" CDX PLYWOOD, PAINTED,
EACH SIDE
METAL FRAMING
1'-4" O.C. TYP.
1 PARTITION
PLYWOOD1A
TYPE 1: EXTEND TO CEILING
STRUCTURE
TYPE 1A: P.T. CAP W/ FENCING
SEE DETAIL X/A5.
PARTITION
GWB 2
2 3/4"
2" CLOSED CELL SPRAY
FOAM INSULATION
EXST. MASONRY
(EXTERIOR WALL)
WOOD TIES BETW. PLYWD
& MASONRY AS NEEDED
EXTEND FOAM
INSULATION
& PLYWOOD TO FLOOR &
CLNG STRUCTURE
34" CDX PLYWOOD, PAINTED
3 5/8"
3
4" CDX PLYWOOD, PAINTED,
EACH SIDE
METAL FRAMING
1'-4" O.C. TYP.
PARTITION
1 HR RATED W/ PLYWOOD OVERLAY3
EXTEND TO CEILING & FLOOR
STRUCTURE.
1 LAYER
TYPE X GYP. BD. EACH SIDE
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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.
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
1A
2 2
22
1 11111
1
1 1 1
11111
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
1
1
1
3 3
3
3
3
TYP. FOR ALL STORAGE UNIT
PARTITIONS, UNLESS OTHERWISE
MARKED.
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'-5"10'-4"9'-4"20'-8"5"5"15'-10"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"5"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
BRICK, VIF.FIELD STONE, VIF.10x12LLC
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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, BASEMENT ONLY.
2
1 1 1 1 1 1
111111
1 1 1 1 1 1
111111
2
2
2
2
2
2
22
3
3 3
2
2
3
3
3
3
333
3
2
3",
31
2" WITH PLYWD
7
1 LAYER 1/2"
GWB INTERIOR SIDE
2" CLOSED CELL SPRAY
FOAM INSULATION
EXST. MASONRY
EXTERIOR WALL
15
8" METAL STUDS, TIE
TO MASONRY WITH
NON-CONDUCTIVE MATL
PARTITION
GWB 7A
7A: ADD PLYWD BEHIND
GYP. BD. AT LIBRARY
SHELVING
7 1/8"
PARTITION
GWB 6
1 LAYER 1/2"
GWB INTERIOR SIDE
FIBERGLASS BATT
2" CLOSED CELL SPRAY
FOAM INSULATION
1" AIR GAP
EXST. MASONRY
EXTERIOR WALL
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
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 3/4"
1 LAYER TYPE X
GWB EACH SIDE
2X6 WOOD STUD,
1'-4" O.C. TYP.
3B: 2X4 STUD+ ACOUSTIBLOK
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
3
3A
3A:ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
PARTITION
1 HOUR RATED BASED ON UL #U4653B
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
1A PARTITION
GWB 1B
1B: ADD 12" PLWD BEHIND GYP.
4'-0"
New
window
New
door
6'-0"
New
window
4'-8"
UP9'-8"7'-10"7'-0"12'-6"6'-6"7'-8 1/2"9'-8"
5'-0 1/2"
4'-11 1/2"9'-3"4'-10"4'-1"
6'-0"6'-0"
6'-0"
85'-0"
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"10'-4"25'-2"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"
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
Conference
121
120
Printing, Production
File Storage
102A
1'-9"1'-9"2'-0 1/2"2'-6"
1'-6"2'-10"
2'-0"
wall heater, recessed2'-0"2'-10"104
109
110
112
108
107
105
114A
115
121
119
118
116
FRAME BBFRAME CCFRAME DDFRAME FF2'-0"6
7A
7A
1
1
3
2
2
3
3
3
1
2
4
12A
3A
3A
3A
3B
1A
3A
3
3
2A
1 1
2A
1
1B
2A
1
1
Prep
119A
3A
1 hour rated partition at hatchLLC
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
AS NOTED
JLS, KC
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:
A1.2
New
door
85'-0"
10'-6"13'-4"12'-10"13'-6"12'-4"10'-0"10'-4"25'-2"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"2'-0"New
window New
door
New
window
UP
10'-0"
7'-8"
7'-6"
7'-6"
7'-0"
10'-0"
7'-8"
8'-0"
8'-0"
8'-0"
8'-0"
9'-4"
9'-4"
8'-9 3/8" A.F.F., BOTTOM OF BEAM, TYP.
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
Conference
121
10'-0"
10'-0"
10'-0"
10'-0"
Prep
119A
7'-8"
under wall cabinet lighting
under wall cabinet lightingC.U.H.
7'-8"7'-8"7'-8"7'-8"7'-8"
7'-6"
7'-8"
recessed wall c.u.h.
exposed beams
exposed beams
exposed beams
exposed beams
Printing, Production
File Storage
102A
light fixture at column web, 7'-0" a.f.f.,
typ. 12 columns at perimeter of library/ studio/ printing
1 hour rated clng
1 hour rated clng
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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, LINES A-E:
NEW W12X40 STEEL BEAM + 3
8"x17"
TOP PLATE, COAT WITH
ITUMESCENT PAINT. SEE
STRUCTURAL. SEE DETAIL 2/A1.3.
LED PENDANT LIGHTS, 8'-6" A.F.F.,
TYP. AT EXPOSED BEAM CEILINGS.
6" APERTURE RECESSED LED CAN
LIGHT, TYP. FOR RECESSED CANS
EXCEPT AT KITCHEN.
2" APERTURE RECESSED LED CAN
LIGHT, TYP. OF FOUR AT KITCHEN.
ONE HOUR RATED CEILING UNDER
STAIR, SLOPED & FLAT CEILING.
SEE DETAIL 3/A1.3.
Scale:1 PROPOSED FIRST FLOOR RCP
1/4" = 1'-0"
2
1 1 1 1 1 1
1 1 1 1 11
1 1 1 1 1 1
1 1 1 1 1
22222
Scale:2 RATED CLNG/FLR.
1" = 1'-0"
3
4
5
4
3
5
Scale:3 1 HOUR RATED CEILNG
1" = 1'-0"
6
6
6
1/A4.2 1-OPP./A4.2
2/A4.2 3/A4.210'-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
213
LOBBY
200
MASTER BEDRM
218
MASTER BEDRM
210
FOYER
201
FOYER
214
2'-5 1/2"2'-5 1/2"
KITCHEN
206
LAUNDRY
216
LIVING
207
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
209
DESK
OFFICE
208
HALF BATH
204
CLOSET
221
BATH
212
NEW POST
w/d
HALF BATH
217
BATH
219
CLOSET
220VENT FREE GAS FIREPLACEKITCHEN
223
DINING
222
MEDIA
226
OFFICE
225
2'-0 1/2"
2'-0 1/2"
DINING
205
CLOSET
215 CLOSET
202
LIVING
224
LAUNDRY
203
2'-0"7"7"CLOSET
211
7'-9"5'-7 1/2"201
202
203 204
210
211
212
213
214
215
217
218
219
220
221
w/d w/dVENT FREE GAS FIREPLACE227A
MECH. CLOSET
227
227B
217
7 1/2"
PARTITION
GWB 4
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
6 3/4"
1 LAYER TYPE X
GWB EACH SIDE
2X6 WOOD STUD,
1'-4" O.C. TYP.
3B: 2X4 STUD+ ACOUSTIBLOK
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
3
3A
3A:ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
PARTITION
1 HOUR RATED BASED ON UL #U4653B
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
1A PARTITION
GWB 1B
1B: ADD 12" PLWD BEHIND GYP.
2"
PARTITION
GWB 5
2" CLOSED CELL SPRAY
FOAM INSULATION
AIR GAP (VARIES)
EXST. MASONRY
EXTERIOR WALL
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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" 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
1
1
1
1
1
1
2
1
12
2
2
1
1
1
1
1
2
1
2 2
2
2 2
2
1
1
1
1
1
2
3
2 22
2
1
1A
1
1
4
4
3A
3A
3A
4
4
5 TYP. MASONRY
EXT. PERIM.
3A
3A
3A4
3A
4
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 opening+7'-8"+7'-8"+7'-8"
+7'-8"+7'-8"+7'-8"+7'-8"+7'-8"CLOSET
213
LOBBY
200
MASTER BEDRM
218
MASTER BEDRM
210
FOYER
201
FOYER
214
KITCHEN
206
LAUNDRY
216
LIVING
207
MEDIA
209
OFFICE
208
HALF BATH
204
CLOSET
221
BATH
212
HALF BATH
217
BATH
219
CLOSET
220
KITCHEN
223
DINING
222
MEDIA
226
OFFICE
225
DINING
205
CLOSET
215 CLOSET
202
LIVING
224
LAUNDRY
203
CLOSET
211
+7'-8"
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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"
ROOF ROOF
ROOF ROOF
ROOF
ROOF
ROOF
ROOF
GWB
CEILING
BELOW
CLOSET
304 BEDROOM
303BATH
302
BEDROOM
300
BATH
305
CLOSET
301
STAIR
DOWN
STAIR
DOWN
GWB
CEILING
BELOW
302
305
304
FLOOR 8'-8"FLOOR 8'-8"
301
MECHANICAL
306
GWB
CEILING
BELOW
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
1A PARTITION
GWB 1B
1B: ADD 12" PLWD BEHIND GYP.
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 3/4"
1 LAYER TYPE X
GWB EACH SIDE
2X6 WOOD STUD,
1'-4" O.C. TYP.
3B: 2X4 STUD+ ACOUSTIBLOK
ROXUL AFB ACOUSTICAL FIRE
BATTS, ALL INTERIOR
PARTITIONS
3
3A
3A:ACOUSTIBLOK
IIC49-STC55-Blok16 FLR TO
CLNG, TIE TO ACOUSTIC
MEMBRANE AT ATTIC FLOOR/
1ST FLOOR CEILING
PARTITION
1 HOUR RATED BASED ON UL #U4653B
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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 2'-8" X 7'-0" WOOD INTERIOR
SWINGING DOORS.
NEW MARVIN INTEGRITY
ULTREX-WOOD FIXED WINDOWS.
SEE WINDOW/ FRAME SCHEDULE.
HOPE'S WINDOWS STEEL FRAME
WINDOWS AND DOORS. OPERABLE
WINDOWS OPEN OVER 2-STORY
SPACE BEYOND.
SKYLIGHT: VELUX FS M06
NOM. 30" X 45" (DOUBLE GANGED).
NEW 3'-0" X 7'-0" SINGLE WOOD
INTERIOR SWINGING DOOR.
HOPES WINDOW STEEL DOORS,
POCKET DOOR FRAME.
LOFT
PROPOSED PLAN
Scale:1 PROPOSED LOFT PLAN
1/4" = 1'-0"
2
3
5 1
1 22
33 4
2
2
4
4
4
4
4 4
4 4
44
5
INTERIOR PARTITION TYPES:
6
6666
1
1
1
4
4
4
4
4
4
4
4
44
4 4
4 4
4 4
4 4
4
4
4
4
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"17'-8"CLOSET
304
BEDROOM
303
BATH
302
BEDROOM
300
BATH
305
CLOSET
301
MECHANICAL
306
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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
60'-1 1/2"85'-0"2'-2"2'-2"89'-4"64'-5 1/2"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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
AS NOTED
JLS, KC
A1.8
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 SKYLIGHT: VELUX FS M06
NOM. 30" X 45" (DOUBLE GANGED).
SKYLIGHT/ EGRESS ROOF WINDOW:
VELUX PK10, NOM. 37" X 63".
LOFT
PROPOSED PLAN
Scale:1 PROPOSED ROOF PLAN
1/4" = 1'-0"
2
1 1
11
1 1
11
1 1
11
1 1
11
1
1
1
1
1
1
1
1
1
1
1
1
22
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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. 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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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
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
6 6
1313
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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.3'-2 1/2"5'-4 1/2"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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 18, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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 FLASHING6 5/8"",3",2 1/2" trim6'-8 3/4"5'-10 5/8"Ro
u
g
h
O
p
e
n
i
n
g
=
5
'
-
3
1
/
2
"6'-4 5/8"Max. 3'-8"Ro
u
g
h
O
p
e
n
i
n
g
=
1
'
-
6
"
VELUX EKL GUTTER
BETWEEN VELUX M06
NOM. 30" X 45" SKYLIGHT UNITS
ASPHALT SHEATHING OVER
METAL STEP FLASHING
VELUX EDL SADDLE
FLASHING, BETWEEN LAYERS
OF MTL FLASHING
VELUX EDL HEAD FLASHING
2'-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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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 EGRESS ROOF WINDOW
1/2" = 1'-0"
2'-6"4"Scale:X ROOM 101, 102 - NORTH ELEV.
1/4" = 1'-0"Scale:X ROOM 101, 102 - W
1/4" = 1'-0"
Scale:X ROOM 101, 102 - SOUTH
1/4" = 1'-0"
Scale:X LOUNGE/ KITCHEN - N
1/4" = 1'-0"
Scale:X CONFERENCE 121 - WEST
1/4" = 1'-0"Scale:X CONFERENCE 121 - SOUTH
1/4" = 1'-0"2'-10"4"7'-2"11'-1"10'-0"2'-6"3'-0"7'-0"10'-0"8'-5"
8'-7"10'-0"Scale:X ROOM 101, 102 - EAST
1/4" = 1'-0"
Lobby
105
Hall
106
Hall
117
10'-0"7'-10"7'-10"Exposed Steel Beams
and Columns Gypboard returns at
window opening, typ.
Clear sealed
Red Oak sills, typ.
Gypboard returns at
window opening, typ.Exposed Steel Beams
and Columns
Clear sealed
Red Oak baseboard1'-0"Gypboard returns at
window opening, typ.
OPEN TO
BEYOND
OPEN TO
OPEN TO
Clear sealed
Red Oak baseboard
Acoustic laminated glass
TEMP.TEMP.
TEMP.
TEMP.
Clear sealed
Red Oak baseboard
Clear sealed
Red Oak baseboard
Exposed Steel BeamExposed Steel Beam
Painted gypboard
on soffits, typ,
Clear sealed
Red Oak baseboard
Clear sealed
Red Oak baseboard
Clear sealed
Red Oak sills, typ.
Clear sealed
Red Oak sills, typ.
Clear sealed
Red Oak sills, typ.
Clear sealed
Red Oak sills, typ.
Clear sealed
Red Oak sills, typ.
Gypboard returns at
window opening, typ.
Gypboard returns at
window opening, typ.
Gypboard returns at
window opening, typ.
Coat closet casework
Acoustic laminated glass
Acoustic laminated glass
117
ADA height sink
(sink max. depth 6")
Recessed box for TV
power and data
Clear sealed
Red Oak baseboard
1'-6"
2'-1"
1'-7 1/2"
2'-6"2'-10"1'-6"
2'-0 1/2"1'-6"2'-6"1'-6"1'-6"2'-8"
2'-0"
Blind corner base
cabinet w/half
moon shelf system 3'-0"4x8' DesignWall panel
DesignWall
panel
4x8' DesignWall panel
3'-0"4x8' DesignWall panel4x8' DesignWall panel
DesignWall panel DesignWall panel DesignWall panelDesignWall panel
DesignWall
panel
LED Linear light
LED Linear light LED Linear light
LED Linear light
LED Linear light
LED Linear light LED Linear light
Exposed Steel BeamExposed Steel Beam
Exposed Steel Beam
Exposed Steel Beam
and Column5'-7"LED under
cabinet
strip light
Recessed light cove
hvac
hvac7'-6"7'-6"7'-6"7'-6"7'-6"7'-0"FRAME DD
FRAME FF
FRAME CC
FRAME FF
TEMP.
TEMP.7'-10"7'-6"4'-0"DesignWall panel 10"3'-1"TEMP.
TEMP.
TEMP.
TEMP.
TEMP.
TEMP.
TEMP.
TEMP.TEMP.TEMP.10'-0"FRAME BB
7'-8"TEMP.7'-10"9'-6"2'-10"7'-6"7'-10"7'-0"2'-0" DEPTH
RECESSED AREA
7'-0"5'-0"Painted Gypboard sides
and sloped ceiling at window well 2'-5 1/2"X
2'-0"1'-2 1/2"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
PERMIT SET
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
JANUARY 12, 2018
AS NOTED
JLS, KC
CSLD
INT. ELEVATIONS
A4.1
Scale:X ADMIN.112 - SOUTH
1/4" = 1'-0"8'-0"Tenant Signage
Located Here
9'-4"Scale:X VESTIBULE 114 - S
1/4" = 1'-0"
114
TEMP.T
T
T
T
FROSTED
B01A
Scale:X ADMIN.112 - WEST
1/4" = 1'-0"8'-0"TEMP.7'-6"FRAME CC
2'-0"7'-10"TEMP.7'-10"7'-10"6'-8"7'-10"T
2'-9 1/2"
X
X
X
X
2'-0"
2'-0"
3'-0"1'-2 1/2"1'-2 1/2"1'-4 1/2"1'-2"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
PERMIT SET
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
JANUARY 12, 2018
AS NOTED
JLS, KC
CSLD
INT. ELEVATIONS
A4.2
8'-6"7'-8"7'-8"DINING ROOMFAMILY ROOM
LOFT
VENTLESS FIREPLACE UNIT 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"9'-0"8'-0"+/-13'-0"8'-6"3'-2"7'-8"3'-0"plywd cross bracing inside wallplywd cross bracing inside wallpost inside wallpost 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"9'-0"8'-0"LIVING DINING FOYER FOYER DINING LIVING
LOFT LOFTBATHROOMCLOSET
LOBBY6'-5"7'-2"7'-2"Scale:X Half Bathrm - E
1/4" = 1'-0"
West Apartment
Half Bathrm - E, O.H.
East Apartment 3'-0"1'-6"1'-6"2'-0"Scale:X Half Bathrm - W
1/4" = 1'-0"
West Apartment
Scale:X Half Bathrm - N
1/4" = 1'-0"
West Apartment
Scale:X Half Bathrm - S
1/4" = 1'-0"
West Apartment
Half Bathrm - S, O.H.
East Apartment
Half Bathrm - W, O.H.
East Apartment
Half Bathrm - N, O.H.
East Apartment
PORCELAIN WALL
TILES
6'-8"3'-0"1'-6"1'-6"2'-0"PORCELAIN WALL
TILES
GLASS
SHOWER DOOR PORCELAIN
WALL TILES
PAINTED
GYPBOARD
Scale:X Full Bathrm - N
1/4" = 1'-0"
West Apartment
Scale:X Full Bathrm - E
1/4" = 1'-0"
West ApartmentWest Apartment
Scale:X Full Bathrm - S
1/4" = 1'-0"
West Apartment
Scale:X Full Bathrm - W
1/4" = 1'-0"
East Apartment East Apartment East Apartment East Apartment
Full Bathrm - E,Full Bathrm - N,Full Bathrm - S,Full Bathrm - W,
WALL CABINET
WALL MOUNT
VANITY
WALL MOUNT
VANITY
WALL MOUNT
VANITY1'-0"6"1'-0"3'-0"2'-0"3'-0"6"1'-0"1'-0"1'-0"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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
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
8'-6"7'-8"7'-8"DINING ROOMFAMILY ROOM
LOFT
VENTLESS FIREPLACE UNIT 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"9'-0"8'-0"+/-13'-0"8'-6"3'-2"7'-8"3'-0"plywd cross bracing inside wallplywd cross bracing inside wallpost inside wallpost 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"9'-0"8'-0"LIVING DINING FOYER FOYER DINING LIVING
LOFT LOFTBATHROOMCLOSET
LOBBY6'-5"7'-2"7'-2"Scale:X Half Bathrm - E
1/4" = 1'-0"
West Apartment
Half Bathrm - E, O.H.
East Apartment 3'-0"1'-6"1'-6"2'-0"Scale:X Half Bathrm - W
1/4" = 1'-0"
West Apartment
Scale:X Half Bathrm - N
1/4" = 1'-0"
West Apartment
Scale:X Half Bathrm - S
1/4" = 1'-0"
West Apartment
Half Bathrm - S, O.H.
East Apartment
Half Bathrm - W, O.H.
East Apartment
Half Bathrm - N, O.H.
East Apartment
PORCELAIN WALL
TILES
6'-8"3'-0"1'-6"1'-6"2'-0"PORCELAIN WALL
TILES
GLASS
SHOWER DOOR PORCELAIN
WALL TILES
PAINTED
GYPBOARD
Scale:X Full Bathrm - N
1/4" = 1'-0"
West Apartment
Scale:X Full Bathrm - E
1/4" = 1'-0"
West ApartmentWest Apartment
Scale:X Full Bathrm - S
1/4" = 1'-0"
West Apartment
Scale:X Full Bathrm - W
1/4" = 1'-0"
East Apartment East Apartment East Apartment East Apartment
Full Bathrm - E,Full Bathrm - N,Full Bathrm - S,Full Bathrm - W,
WALL CABINET
WALL MOUNT
VANITY
WALL MOUNT
VANITY
WALL MOUNT
VANITY1'-0"6"1'-0"3'-0"2'-0"3'-0"6"1'-0"1'-0"1'-0"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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
AS NOTED
JLS, KC
A4.3
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
1/2" H. X 1/4" DP.
HDWD. REVEAL, TYP.
P.T. WD. SILL PL.
HARDWOOD FRAME, TYP.
1/2" X 1/2" HDWD. STOP, TYP.
1/2" H. X 1/4" DP.
HDWD. REVEAL, TYP.
14" LAM. CLEAR
GLASS
HARDWOOD FRAME, TYP.
1 3/4" S.C. HDWD. VENEER
DOOR, W/ FLUSH REVEAL
GLAZING BEAD, TYP. AT ALL
GLAZED DOORS.
3/4"1/2"3/4"
PAINTED, 34" CDX
PLYWOOD
OVER METAL STUDS
1/2"7 1/2"
4"
4 3/4"
3/4"1 1/2"5 1/8"7 1/2"4"3/4"1 1/2"3/8"1'-2"1/2" GYP. BD.
2" CLOSED CELL SPRAY
FOAM INSULATION
EXST. MASONRY
EXTERIOR WALL
15
8" METAL STUDS, TIE
TO MASONRY WITH
NON-CONDUCTIVE MATL
3"VARIESEXISTING WINDOW
FRAME, SANDED +
PAINTED
Interior Details
A5.0
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
A
DOOR TYPES NOTE: TYPICAL DOOR GLAZING
1/4" CLEAR LAMINATED GLASS,
3'-0"7'-0" or 7'-6"C
WD/GLASS
5"2'-2"5"
2'-0", 2'-6",
2'-8", 3'-0" or 3'-6"6'-8", 7'-0" or 7'-6"B
WD/H.M./
FIRE RATED WOOD 5"6 1/2"2'-6"3'-0"7'-0"WD
5'-6"
ALUM/GLASS
D 6 1/2"8'-4"E
2'-0"2'-0"6'-8"WD
4'-0"
11'-1"
3'-3"
AA
3'-0"
7'-8 1/2"8'-6"
BB
WOOD1'-9"1'-9"1'-9"3'-0"2'-3 1/2"2'-3 1/2"7'-8"3'-0"7'-8"7'-2 1/2"
3'-0"7'-8"8'-7"7'-6"3'-8"3'-8"7'-6"7'-6"4'-1"3'-7"
FRAMES
3'-10"
2"2"GG
WOODWOOD
HH
ALUM.
1/2" HDWD.
VENEER
PLYWD.1'-9"T
T
T
T
T
T
6'-6"
3'-0"7'-6"2'-10 1/2"
1/2" HDWD.
VENEER
PLYWD.
1/2" HDWD.
VENEER
PLYWD.
9
5
3
8
4
1 1
5
OH, SIM
9 9 9 9
8 1110
7
8
3
5
6
SIM
1
7
8
3
5
6
SIM
5
6
SIM
1
8
3
3
6
SIM
6 SIM
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
PERMIT SET
Civil Engineers
860 . 885 . 1055
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
JANUARY 12, 2018
Fire Protection Engineers
413 . 589 . 0672
Ludlow, MA 01056
592 Center Street
Electrical Engineer
413 . 686 . 9314
West Springfield, MA 01090
772 Union Street
1/4" = 1'-0"
JLS, KC
SCHEDULES
A6.0
FINISH SCHEDULE
ROOM WALLS FLOOR CEILINGBASE COMMENTS
TYPICAL FINISH NOTES THROUGHOUT
1. CONTRACTOR SHALL INFILL/FLASH PATCH EXISTING SUBSTRATES AS REQUIRED TO PROVIDE LEVEL SURFACE WHICH IS AN ACCEPTABLE SUBSTRATE FOR FLOOR MFR./INSTALLLER.
2. WALLS ARE EITHER GYPSUM BOARD OR PLYWOOD. CONTRACTOR SHALL PROVIDE SUITABLE PAINT FOR EACH SUBSTRATE, EGGSHELL FINISH.
3. CONTRACTOR SHALL PROVIDE AND INSTALL STANDARD ADA TRANSITION STRIPS BETWEEN VARYING FLOOR MATERIALS; STONE THRESHOLDS BETWWEEN CERAMIC TILE AT TOILET
ROOM FLOORS AND (CARPET TILE OR WOOD) OUTSIDE TOILET ROOMS.
GlazingRatingTypeMaterialHtThk.Wid.TypeToFrom
DR.
DOOR SCHEDULE
LOCATION See floor plans also.
Material
DOOR See floor plans & int. elev. also.FRAME See interior elevs/ dtls also.MISCELLANEOUS
104 3'-0"1 3/4"
Hardware
Set #Head JambNO.
Wood
112
60 Min.
ELECTRIC RM B03 1 3/4"B03
1 3/4"B04 STOR. B04 Wood
3'-6"LOBBY B02
B01A 3'-0"1 3/4"8'-4"VESTIBULE B01LOBBY B02
LOBBY B02
BASEMENT LEVELFIRST FLOOR103A 1 3/4"WoodWood/GlassLOBBY 105 7'-6"3'-4"VESTIBULE 103
LOBBY 105 OFFICE 104 7'-6"
105 3'-0"1 3/4"WoodLOBBY 105FILES CONF. 111 7'-6"
107 ADA TOILET 107 3'-0"7'-0"1 3/4"S.C. Wood WoodHALL 106
108 ADA TOILET 108 3'-0"7'-0"1 3/4"S.C. Wood WoodHALL 106
109 ADMIN. OFFICE 109 3'-0"1 3/4"WoodFILES CONF. 111
110 ADMIN. OFFICE 110 3'-0"1 3/4"WoodFILES CONF. 111
Wood/Glass
FILES CONF. 111 ADMIN. OFFICE 112 3'-0"1 3/4"Wood
106 NOT USED
111 NOT USED
115 TRASH/RECYC. 115 3'-0"7'-0"1 3/4"S.C. Wood WoodVESTIBULE 114
116 STORAGE 116 3'-2"3/4"PlywoodHALL 117
118 FACULTY OFFICE 118 3'-0"1 3/4"WoodS.C. WoodHALL 117
1 3/4"119 HALL 117 5'-6"
121 3'-0"1 3/4"WoodCONFERENCE 121 Wood/GlassKITCH./LOUNGE
CENTRAL STAIR 3'-0"1 3/4"7'-0"Fire Rated Wood Fire RtdVESTIBULE 114114A
3'-6"
1 3/4"B05 LOBBY B02 3'-6"
B06-23 LOBBY B02
JAN. CLOSET B05
STORAGE UNITS B06-B23
202
SECOND FLOOR201 LOBBY 200 FOYER 201
203 LAUNDRY 203
204
FOYER 201 CLOSET 202
FOYER 201
FOYER 201 HALF BATH 204
120
200
114
B01
B02
B02A
KITCH./LOUNGE
103 EXTERIOR DOOR (SEE SHEET A3.1)
102
101
NOT USED
NOT USED
NOT USED
205
206
207
NOT USED
NOT USED
NOT USED
208 NOT USED
209 NOT USED
210 FOYER 201 MASTER BDRM 210
MASTER BDRM 210
MASTER BDRM 210
211
212
CLOSET 211
BATHROOM 212
S.C. Wood
S.C. Wood
S.C. Wood
6'-8"
2'-8"
2'-8"
6'-8"
6'-8"
6'-8"
2'-8"6'-8"
2'-8"6'-8"
2'-8"6'-8"
MASTER BDRM 210213 CLOSET 213 S.C. Wood 2'-8"6'-8"
215
214 LOBBY 200 FOYER 214
216 LAUNDRY 216
217
CLOSET 215
HALF BATH 217
3'-0"6'-8"
6'-8"
6'-8"
2'-8"6'-8"
FOYER 214
FOYER 214
FOYER 214
MASTER BDRM 218
MASTER BDRM 218
218
219 BATHROOM 219 S.C. Wood
S.C. Wood
2'-8"
2'-8"
6'-8"
6'-8"CLOSET 220
MASTER BDRM 218
220
S.C. Wood 2'-8"6'-8"CLOSET 221221
FOYER 214 MASTER BDRM 218 2'-8"6'-8"
LOFT BDRM 300301 CLOSET 301 S.C. Wood 4'-0"6'-8"
6'-8"LOFT BDRM 300302 BATHROOM 302 S.C. Wood
LOFT BDRM 303
303
CLOSET 304 S.C. Wood 4'-0"6'-8"
6'-8"LOFT BDRM 303
304
BATHROOM 305 S.C. WoodLOFT LEVEL1 3/4"
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
1 3/4"Wood
104
112
ELECTRIC RMB03
B04
FIRST FLOORLOBBY105
107
HALL
108
109
110
FILES/CONFERENCE
106
111
115
VESTIBULE
116
118
119
121 CONFERENCE
B05
B06-23
202
SECOND FLOOR201
LOBBY
203
204
FOYER
120
200
114
B01
B02
103
102
101
205
206
207
208
209
210 MASTER BDRM
211
212
213
215
214
216
217
FOYER
MASTER BDRM218
219
220
221
301
302
LOFT BEDROOM303
304LOFT LEVELVESTIBULE
LOBBY
STORAGE UNIT
JANITOR'S CLOSET
STORAGE UNITS
113
117 HALL
CLOSET
BATHROOM
CLOSET
BATHROOM305
NOT USED
305
LOFT BEDROOM300
VESTIBULE
ADMIN. OFFICE
ADA TOILET
ADA TOILET
ADMIN. OFFICE
ADMIN. OFFICE
ADMIN. OFFICE
TRASH/RECYCLING
STORAGE
FACULTY OFFICE
LAUNDRY
CLOSET
HALF BATH
CLOSET
BATHROOM
CLOSET
LAUNDRY
CLOSET
HALF BATH
BATHROOM
CLOSET
CLOSET
CLASSRM/LIBRARY
STUDIO
102A PRINTING/STOR.
STAIR114A
LOUNGE
KITCHEN
113 NOT USED
NOT USED
DINING ROOM
KITCHEN
LIVING ROOM
OFFICE
MEDIA ROOM
222
223
224
225
226
DINING ROOM
KITCHEN
LIVING ROOM
OFFICE
MEDIA ROOM
PAINTED GYPBD
2' X 2' ACT
2' X 2' ACT
2' X 2' ACT
2' X 2' ACT
2' X 2' ACT
2' X 2' ACT
2' X 2' ACT
2' X 2' ACT
PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
SLOPED,PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBDS.C. Wood
Fire Rated Wood
Fire Rated Wood
S.C. Wood
S.C. Wood
S.C. Wood
S.C. Wood
S.C. Wood
S.C. Wood
S.C. Wood
OPEN TO STRUCTURE**
#
14" LAM. GLASS
14" LAM. GLASS
14" LAM. GLASS
14" LAM. GLASS
14" LAM. GLASS
B
B
A
A
A
D
B
Wood/Glass B
Wood/Glass B
Wood/Glass B
Alum/Glass
A
A
A
A
A
C
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
E
A
A
EE
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
BB
CC
DD
AA
FF
6'-8"1 3/4"3'-6"A
EXTERIOR DOOR (SEE SHEET A3.1)
EXTERIOR DOOR (SEE SHEET A3.1)
EXTERIOR DOOR (SEE SHEET A3.1)
EXTERIOR DOOR (SEE SHEET A3.1)
EXTERIOR DOOR (SEE SHEET A3.1)
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
WALL TILE
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
WALL TILE
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
WALL TILE+ GYPBD
WALL TILE+ GYPBD
WALL TILE+ GYPBD
WALL TILE+ GYPBD
WALL TILE+ GYPBD
WALL TILE+ GYPBD
Alum.HH
GG
GG BASEMENT LEVELPAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING CONCRETE
14" TEMP. GLASS
14" LAM. GLASS
Wood/Glass B
PAINTED CDX PLYWD***EXISTING CONCRETE
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
RUBBER
CERAMIC TILE
CERAMIC TILE
CERAMIC TILE
CERAMIC TILE
WOODWOOD
RECESSED ENTRY MAT
RECESSED ENTRY MAT
WOOD
WOOD
PORCELAIN TILE
CERAMIC TILE CERAMIC TILE
WOOD
WOOD
WOODWOOD
WOOD WOOD
WOODWOOD
WOOD WOOD
WOODWOOD
WOOD WOOD
WOODWOOD
WOOD WOOD
WOODWOOD
WOOD WOOD
WOODWOOD
WOOD WOOD
WOODWOOD
WOOD WOOD
WOODWOOD
WOODWOOD
WOODWOOD
WOODWOOD
WOODWOOD
WOODWOOD
WOODWOOD
WOODWOOD
***7' HIGH INTERIOR WALLS W/ CHAIN LINK
EXISTING CONCRETE
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
PAINTED GYPBD
Wood
GG
GG
Wood
Wood
6'-8"
6'-8"
6'-8"
E
Wood Wood
Wood Wood
14" LAM. GLASS
9/A.5 6/A.5
60 Min.
60 Min.
9/A.5 6/A.5
11/A.5 6/A.5
9/A.5 5/A.5
9/A.5
9/A.5
9/A.5
9/A.5
9/A.5
Wood
PAINTED CDX PLYWD***
PAINTED CDX PLYWD***
PAINTED CDX PLYWD***
STOREFRONT/PTD CDX*
FENCING ABOVE
STOREFRONT/PTD CDX*
*PAINTED CDX PLYWD UP TO CLNG STRUCTURE,
ALL EXT. WALLS, BOTH SIDES VEST. /LOBBY WALLS OPEN TO STRUCTURE**
OPEN TO STRUCTURE**
OPEN TO STRUCTURE**
OPEN TO STRUCTURE**
OPEN TO STRUCTURE**
**FIBERGLASS BATT INSULATION / NYLON
STRAPPING, FILL ALL CEILING JOIST BAYS
CARPET TILE
CARPET TILE
CARPET TILE
CARPET TILE
CARPET TILE
CARPET TILE
CARPET TILE
CARPET TILE
CARPET TILE
CARPET TILE
RUBBER FLOORING*
CARPET TILE
CARPET TILE
RUBBER FLOORING
*CAPRET TILE AT LOWER STAIR LANDING
LINOLEUM
LINOLEUM**
LINOLEUM**
LINOLEUM**
**ADD ALT: RED OAK 3/4" T&G WOOD FLOORING
**ADD ALT: RED OAK 3/4" T&G WOOD FLOORING
**ADD ALT: RED OAK 3/4" T&G WOOD FLOORING
FINISH SPECS:
CARPET TILE: SHAW 2'X2'
RECESSED CARPET MAT: SHAW PHILADELPHIA SUCCESSION II CARPET TILE
CERAMIC TILE (CSLD): 2X2 DALTILE CERAMIC MOSAIC AT WALLS, 1X1 AT FLOORS
PORCELAIN TILE (APARTMENTS): 12X24 DALTILE PORCELAIN TILE 'PN98' WITH ACCENT BANDS
ACT CEILING TILE: ARMSTRONG 2'X2'
STONE THRESHOLDS:
LINOLEUM SHEET (CSLD, APARTMENT RECYCLING ROOMS): FORBO
WOOD FLOORING (CSLD): RED OAK 3/4" T&G WOOD FLOORING
WOOD FLOORING (APARTMENTS): MAPLE 3/4" T&G WOOD FLOORING
PORCELAIN TILE
PORCELAIN TILEPORCELAIN TILE
PORCELAIN TILE
PORCELAIN TILE
PORCELAIN TILE
PORCELAIN TILE
PORCELAIN TILE PORCELAIN TILE
PORCELAIN TILE PORCELAIN TILE
PORCELAIN TILEPORCELAIN TILE
3
2
2
OFFICE LOCKSET1
4
PASSAGE LATCHSET
FIRE EXIT DEVICE
PRIVACY LOCKSET
CLASSROOM LOCKSET
OFFICE LOCKSET
PRIVACY LOCKSET
OFFICE LOCKSET
OFFICE LOCKSET
OFFICE LOCKSET
PASSAGE LATCHSET
OFFICE LOCKSET
BARN DOOR HARDWARE
5
Fire Rtd
Fire Rtd
1
1
1
1
1
STORAGE LOCKSET6
STORAGE LOCKSET6
STORAGE LOCKSET6
PASSAGE LEVER
KEYED ENTRY LEVER
DUMMY LEVER
PRIVACY LEVER
DUMMY LEVER
PRIVACY LEVER
PRIVACY LEVER
PRIVACY LEVER
PRIVACY LEVER
PRIVACY LEVER
PASSAGE LEVER
PRIVACY LEVER
PRIVACY LEVER
KEYED ENTRY LEVER
PASSAGE LEVER
PASSAGE LEVER
PASSAGE LEVER
PASSAGE LEVER
PASSAGE LEVER
PASSAGE LEVER
5, 6/A.5
5, 6/A.5
5, 6/A.5
6/A.5
6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
9/A.5 6/A.5
7'-6"
7'-0"
7'-0"
7'-6"
7'-6"
7'-0"
6'-8"(Gypboard opening)
GYPBOARD WINDOW WELL AT CEILING, SEE RCP
GYPBOARD WINDOW WELL AT CEILING, SEE RCP
GYPBOARD WINDOW WELL AT CEILING, SEE RCP
GYPBOARD WINDOW WELL AT CEILING, SEE RCP
MECH. CLOSET S.C. Wood 2'-8"6'-8"227A 1 3/4"WoodA AA PASSAGE LEVER9/A.5 6/A.5
S.C. Wood 2'-8"6'-8"227B 1 3/4"WoodA AA PASSAGE LEVER9/A.5 6/A.5MECH. CLOSET
2'-8"
2'-8"
2'-8"
3'-0"
2'-8"
2'-8"