31D-134 221mainstreet
Construction Control Affidavit.pdf
Main Street Cleaners Code Review.pdf Main Street Cleaners
Code Review Thomas Douglas Architects Inc Main Street Cleaners 221 Main St. 196 Pleasant St. Northampton, MA Northampton, MA 413-585-0641
1 of 8
CODE
REVIEW
April
4,
2014
Main
Street
Cleaners
221
Main
Street
Northampton,
MA
Applicable
Building
Code:
MA
780
CMR
Eighth
Addition
IBC,
IEBC
International
EXISTING
Building
Code,
2009
ZONING
DISTRICT:
CB
PROPOSED
RENOVATIONS:
PROJECT
DESCRIPTION:
• Update
the
former
retail
space.
Remove
the
non-‐structural
sheetrock
walls.
Expose
the
existing
original
metal
ceiling.
Install
dry
cleaning
equipment.
Install
a
new
glass,
metal
and
wood
storefront/entry.
Install
new
step
at
the
exterior
entry
to
the
2nd
floor.
•
Use
Groups
• Existing:
This
is
a
former
M
use
group.
• Proposed:
Business
Group
B,
Dry
Cleaning
and
Laundry
• This
business
is
not
classified
as
a
Group
H
–
high
hazard
occupancy.
• The
presence
of
hazardous
materials
is
not
greater
than
those
listed
in
IBC
table
307.1(1).
This
table
governs
the
maximum
allowable
quantity
per
control
area
of
hazardous
materials
poising
a
physical
hazard.
This
Business
will
not
store
more
than
120
gallons
of
combustible
class
II
liquids.
(the
proposed
use
has
a
maximum
of
55
gallons
of
Hydrocarbon
solvent
cleaning
fluid
on
site
a
1
time)
• This
business
qualifies
for
the
exceptions
to
a
Hazardous
Use
Group
by
meeting
307
High
Hazard
Group
H
exception
4:
Cleaning
establishments
that
utilize
combustible
liquid
solf3nts
having
a
flash
point
of
140
F
or
higher
in
closed
systems
employing
equipment
listed
by
an
approved
testing
agency,
provided
that
this
occupancy
is
separated
from
all
other
areas
of
the
building
by
1-‐hour
fire
barriers
constructed
in
accordance
with
section
707
or
1-‐hour
horizontal
assemblies
constructed
in
accordance
with
section
712
or
both.
• The
hydro
carbon
cleaning
solvent
is
Exxon
Mobile
DF
2000:
Code Review Thomas Douglas Architects Inc Main Street Cleaners 221 Main St. 196 Pleasant St. Northampton, MA Northampton, MA 413-585-0641
2 of 8 DF-2000 Fluid is within the NFPA 32 Class III A solvent classification. This classification is based on the flash point of the solvent being within the range of 140°F and
200°F. Because of this classification, the drycleaning plant using DF-2000 Fluid is governed by NFPA 32 guidelines for Class III A plants. Electrical wiring of a Type III A plant should
be in accordance with NFPA 70 (National Electrical Code) for ordinary locations. There may be more stringent requirements for distillation and drying equipment. Separation requirements
for Type III A Dry-cleaning Plants are outlined in Section 6.1.2.1 of NFPA 32 which is quoted below. Automatic sprinklers are required for such plants unless the conditions of Exception
No. 2 below are met1. NFPA has just released an errata for NFPA 32 where Section 6.1.2.1 Exception 2 should read as follows: "(a) Features that limit oxygen concentrations to
less than 8 percent by volume."
Code Review Thomas Douglas Architects Inc Main Street Cleaners 221 Main St. 196 Pleasant St. Northampton, MA Northampton, MA 413-585-0641
3 of 8 • This
project
will
meet
the
requirements
of
exception
No.
2
above
(less
than
330
gal)
and
the
proposed
fire
separation
will
be
1
hour
between
this
tenant
and
those
above.
• We
believe
the
existing
ceiling
is
plaster
with
a
decorative
metal
finish.
We
believe
it
will
meet
the
requirements
of
IBC
Table
720.1(3)
floor
assembly
item
number
13-‐1.2
which
is
rated
as
a
1
hour
ceiling
construction.
Further
analysis
will
be
compeleted
by
the
builder
to
confirm
the
existing
conditions.
• The
components
of
item
number
13-‐1.2
are:
• Double
wood
floor
over
wood
joists
spaced
16”
on
center
• 5/8”
cement
or
gypsum
plaster
on
metal
lath.
Lath
fastended
with
1
½”
by
No.
11
guage
by
7/16”
head
barbed
shank
roofing
nails
spaced
5”
on
center.
Plaster
mixed
1:2
for
scratch
coat
and
1:3
for
brown
coat
by
weight,
cement
to
sand
agreggate.
• The
current
level
of
safety
or
sanitation
will
NOT
be
reduced
and
the
portions
altered
shall
conform
to
the
requirements
of
the
IBC,
including
interior
finishes,
interior
floor
finishes,
and
interior
trim.
Construction
Type
• 3B
Sprinkler
System
• No
sprinkler
systems
exist
in
the
building.
No
new
systems
are
proposed.
704.4
Fire
alarm
and
detection:
• There
is
a
fire
alarm
system
in
the
tenant
space
with
pull
stations.
The
system
will
be
modified
as
needed.
OCCUPANCY Occupant Load Calculation (1004.4.1) Former M use B use Occupants Approximately 60 10
According
to
the
IEBC
this
renovation
is
being
reviewed
as:
Work
Area
Method,
Chapter
4
Compliance
with
Chapter
6-‐
Alterations
Level
1-‐
new
finishes
and
fixtures
Chapter
7-‐
Alterations
Level
2
-‐
Construction
of
the
new
entry.
Reconfiguration
of
HVAC.
Structural
work
in
basement
and
1st
floor.
Code Review Thomas Douglas Architects Inc Main Street Cleaners 221 Main St. 196 Pleasant St. Northampton, MA Northampton, MA 413-585-0641
4 of 8 Fire
Resistive
Required
Types
of
Construction,
Table
601
IBC
Building
Element Type
3B Primary
Structural
Frame
0 Bearing
walls,
Exterior 2 Bearing
walls,
Interior 0 Nonbearing
walls
and
partitions,
exterior 0 Nonbearing
walls
and
partitions,
interior 0 Floor
construction
and
secondary
members 0 Roof
construction
and
secondary
members 0
Work
Area
Method
Calculations
The
existing
tenant
space
is:
First
story:
1,426
square
feet
Basement:
1,426
Total
tenant
area:
2,852
The
new
work
area
is
840
square
feet
The
work
area
is
29%
of
the
aggregate
area
of
tenant
space.
Total
Area
of
existing
building:
5,570
square
feet
The
tenant
space
represents
51
%
of
the
total
building
The
work
area
represents
15%
of
the
total
building.
704
Fire
Protection:
704.2,
912.2.1
Automatic
sprinkler
systems
Automatic
sprinkler
systems
are
NOT
required
in
this
project
because
of
the
exceptions
in
704.2.2
and
MGL
148
26G
The
following
conditions
are
present:
(IEBC)
The
Level
2
work
area
does
not
exceed
50%
of
the
building
floor
area
MGL
148
26G:
Sprinklers
are
required
if:
The
overall
building
area
is
greater
than
7,500
square
feet.
• The
total
building
area
for
this
building
is
less
than
7,500
square
feet
(5,570
square
feet).
Major
alterations
are
work
which
is
“major”
in
scope
or
expenditure,
and
which
results
in
changes
affecting
a
substantial
portion
of
the
building”
as
defined
in
MGL
148
26G
Code Review Thomas Douglas Architects Inc Main Street Cleaners 221 Main St. 196 Pleasant St. Northampton, MA Northampton, MA 413-585-0641
5 of 8 • The
reconfigurations
in
the
work
area
do
not
rise
to
the
level
of
“major
alterations”
Major
alterations
or
modifications
are
reasonably
considered
major
in
scope
when
such
work
affects
33%
or
more
of
the
total
gross
square
footage
of
the
building,
calculated
in
accordance
with
26G.
• The
work
area
for
this
project
is
less
than
33%
of
the
total
gross
square
footage
of
the
building.
Major
alterations
or
modifications
are
reasonably
considered
major
in
scope
or
expenditure
when
the
total
cost
of
the
work
(excluding
costs
relating
to
sprinkler
installation)
is
equal
to
or
greater
than
33%
of
the
assessed
value
of
the
subject
building,
as
of
the
date
of
permit
application.
• The
costs
for
this
project
are
less
than
33%
of
the
assessed
value
of
the
building.
Level
1
work
requirements:
The
removal
and
replacement
or
the
covering
of
existing
materials,
elements,
equipment
or
fixtures
using
new
materials,
elements,
equipment
or
fixtures
that
serves
the
same
purpose
This
project
will
repair
and
refinish
the
existing
plaster
walls
and
metal
ceilings
602.1
Interior
finishes:
All
newly
installed
wall
and
ceiling
finishes
shall
comply
with
the
IBC
603
Fire
Protection:
Alterations
shall
be
done
in
a
manner
that
maintains
the
level
of
fire
protection
provided.
This
Project
will
not
affect
the
level
of
fire
protection
that
is
currently
provided.
See
the
“Use
Group”
section
for
detailed
information
about
required
fire
separations.
604
Means
of
Egress
Repairs
shall
be
made
in
a
manner
that
maintains
the
level
of
protection
provided
for
the
means
of
egress.
606
Structural:
Structural
changes
are
proposed:
The
rear
brick
wall
of
the
building
is
damaged
and
new
steel
is
being
installed
to
repair
the
brick.
See
structural
drawings.
607
Energy
Conservation:
See
711
below
Code Review Thomas Douglas Architects Inc Main Street Cleaners 221 Main St. 196 Pleasant St. Northampton, MA Northampton, MA 413-585-0641
6 of 8 Level
2
work
requirements:
The
reconfiguration
of
space,
the
addition
or
elimination
of
any
door
or
window,
the
reconfiguration
or
extension
of
any
system,
or
the
installation
of
any
additional
equipment.
Alterations
Level
2
-‐
Construction
of
the
new
entry.
Reconfiguration
of
HVAC.
Structural
work
in
basement
and
1st
floor.
701.3
Compliance
New
electrical
equipment
must
comply
with
section
708
Length
of
dead
end
corridors,
comply
with
705.6
There
are
no
proposed
dead
end
corridors.
Minimum
ceiling
height
of
newly
created
habitable
and
occupied
spaces
shall
be
7
feet.
There
are
no
newly
created
spaces.
705
Means
of
Egress
The
proposed
tenant
space
will
include
2
means
of
egress.
One
is
on
the
1st
floor.
One
is
in
the
basement
705.4.4
Panic
Hardware
In level 2 work areas, Panic hardware is only required for A uses with occupancies over 100. This project does not have this occupancy count or use.
705.7
Means
of
Egress
lighting
All
means
of
egress
shall
have
compliant
exit
signs.
705.7
Exit
Signs
The
tenant
space
shall
have
compliant
egress
lighting
711
and
607
Energy
Conservation:
Level
1
and
2
alterations
are
permitted
without
requiring
the
entire
building
to
comply
with
the
International
Energy
Conservation
Code.
Alterations
(new
construction)
shall
comply
with
the
International
Energy
Conservation
Code.
A
building
that
undergoes
Level
2
alterations
is
required
to
meet
a
certain
level
of
energy
compliance.
Where
there
are
reconfigurations
of
the
space
or
new
doors
or
windows,
any
such
new
element
is
required
to
meet
the
International
Energy
Conservation
Code.
Elements
within
the
building
that
are
not
being
affected
do
not
heed
to
be
evaluated
and
do
not
nee
to
comply
with
the
energy
provisions.
Essentially
the
entire
building
is
not
required
to
meet
the
energy
provisions;
only
a
degree
of
possible
improvement
in
the
energy
performance
of
the
building
is
intended
to
be
achieved
by
making
the
new
elements
meet
the
IECC.
In
certain
cases
where
the
reconfiguration
of
the
space
might
have
resulted
in
the
creation
of
new
spaces
the
newly
created
space
should
be
evaluated
as
a
whole
for
compliance
with
the
energy
provisions
even
though
some
of
Code Review Thomas Douglas Architects Inc Main Street Cleaners 221 Main St. 196 Pleasant St. Northampton, MA Northampton, MA 413-585-0641
7 of 8 the
element
within
the
space
might
actually
not
have
been
altered.
Likewise,
in
a
case
where
an
existing
mechanical
system
is
being
extended
to
other
areas
or
new
ductwork
is
being
installed
to
reconfigure
and
reroute
the
ducts
to
various
spaces,
it
is
only
required
to
have
the
new
elements
meet
the
energy
provisions
and
not
the
entire
system.
Any
new
replacement
windows
will
have
a
maximum
U
value
of
0.4
Any
new
entrance
doors
will
have
a
maximum
U
value
of
0.8
None
of
the
existing
exterior
walls
or
the
roof
are
being
altered,
so
no
new
insulation
is
required.
806
Accessibility
CMR
521
Valuation
of
Project:
• This
project’s
construction
costs
are:
$85,000
• The
assessed
value
of
the
building
is:
$340,500
• The
cost
of
the
project
is
27%
of
the
assessed
valuation
of
the
tenant
space.
3.3.1
b.
If
the
work
costs
$100,000
or
more,
then
the
work
being
performed
is
required
to
comply
with
521
CMR.
In
addition,
an
accessible
public
entrance
and
an
accessible
toilet
room
shall
be
provided.
3.3.2
If
the
work
performed,
including
the
exempted
work,
amounts
to
30%
or
more
of
the
full
and
fair
cash
value
of
the
building,
the
entire
building
is
required
to
comply
with
521
CMR.
3.3.3
Alterations
by
a
tenant
do
not
trigger
the
requirements
of
3.3.1B
and
3.3.2
for
other
tenants.
This
project’s
construction
costs
are
less
than
30%
of
the
assessed
value
of
the
building
and
less
than
$100,000.
We
have
received
a
variance
from
the
AAB
for
the
non-‐complying
entry
door.
This
door
does
not
have
the
required
level
spaces
on
either
side
of
it.
Existing
access
to
this
level
of
the
building
is
from
the
sidewalk
via
a
ramp.
The
entry
door
is
located
on
the
ramp.
We
propose
to
relocate
the
entry
door
from
the
end
of
the
ramp
to
the
middle
of
the
ramp.
Because
we
do
not
have
a
level
space
on
either
side
of
the
entry
door,
we
propose
a
power
door
operator
as
a
compliance
alternative.
We
will
provide
new
handrails
on
both
sides
of
the
ramp.
We
have
received
approval
from
the
DPW
for
a
new
granite
step
at
the
entry
to
the
2nd
floor
stair/landing.
Code Review Thomas Douglas Architects Inc Main Street Cleaners 221 Main St. 196 Pleasant St. Northampton, MA Northampton, MA 413-585-0641
8 of 8
End
of
Document
Permit drawings.pdf mainstreetcleaners2.3.14.v2014
Architects 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing
is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space
below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS Rev
Date Description Project Title 221 Main Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 10/21/2013 Progress Sheet Title Scale:
10/08/2013 EB TD #### AS NOTED REVISIONS: 4/7/2014 2 1/21/2014 Progress 3 2/6/2014 Code review 4 4/7/2014 Demo Permit PROPOSED A-100 UP 14 HOT WATER 16 DRY VAC 15 AIR COMPRESSOR 1,417
square feet RE-USE EXISTING BOILER VENTING FAN. RETURN TANK BLOW DN RE-USE EXISTING RE-USE EXISTING ELEC GAS GAS GWB SOFFIT TO REMAIN HVAC DUCT 36X36X12 CONCRETE PAD SEE STRUCTURALS
NEW WALL AT REMOVED BRICK WALL TOILET ROOM TO REMAIN TYPICAL GAS BOLIER DIRECT VENTING NOTE: VENTING FANS FOR FRESH AIR INTAKE ONLY. ALL PROPOSED EQUIPMENT FOLLOWS STATE ENVIRONMENTAL
PROJECTION REQUIREMENTS. 3'-0" 3'-0" 1'-4" 3'-0" 3'-0" PORTION OF EXISTING BRICK WALL TO REMAIN 1'-4" REMOVE COLUMNS AND LINTEL NO WORK IN THIS AREA RETAIN ALL EXIT AND EMERGENCY LIGHTING
ALTER FLOOR JOISTS ABOVE FOR EXTENDED RAMP REINFORCE FLOOR JOISTS ABOVE FOR DC MACHINE RETAIN ALL EXIT AND EMERGENCY LIGHTING RETAIN ALL EXIT AND EMERGENCY LIGHTING 17'-2" RELOCATED
FURNACE GWB SOFFIT TO REMAIN NOTE: USE FIRE CAULKING AT ALL PENETRATIONS IN BRICK PARTY WALL TO ACHIEVE 2 HOUR FIRE-RATING EXISTING BRICK WALL 2 HOUR FIRE RATING 1 HOUR FIRE RATING
AT EXISTING CEILINGS PROPOSED BASEMENT FLOOR 1/4" = 1'-0"3 FRONT COUNTER NEW HANDRAIL NEW HANDRAIL EXISTING RAMPED AREA EXISTING RAMPED AREA 3'-0" KNOX BOX 23'-10 5/8" 3'-0" FRONT COUNTER
2'-0" x 4'-8" SWEATER 2'-7" X 5'-2" WASHER 36" X 48" LEGGER PRESSER 4' X 6' SUZE 5' X 1'-6" JAMES PRESSER 6' X 4'-0" SPOTTING 4' X 2' DC MACHINE 5' X 6' NEW H/C DOOR BUTTON NEW ALUMINUM
STOREFRONT REMOVE EXISTING STONE, INSTALL WATERPROOF MEMBRANE. INSTALL NEW FLOOR SURFACES CERAMIC TILE FLOOR INTERIOR. CONCRETE EXTERIORØ 5'-0" 5'-0" 2'-6" SHIRT COUNTER 2'-0"
x 9'-2" NEW COUNTER 3'-4" 3'-0" 3'-11" 3'-0" SMALL WASHER 27" X 27" DRYER 26" X 29" 1,460 square feet 10 OCCUPANTS MAX NEW STEEL COLUMN AND BEAM REMOVE FURRED OUT WALL PATCH, SKIM COAT
AND PAINT ORIGINAL PLASTER WALL. REMOVE FURRED OUT WALL PATCH, SKIM COAT AND PAINT ORIGINAL PLASTER WALL. RE-USE EXISTING CLOTHES CONVEYOR. CONFIRM DIMENSIONS FIX EXISTING WINDOWS
CLOSED FIX EXISTING WINDOWS CLOSED REMOVE FURRED OUT WALL NEW OPERABLE WINDOW IN LOCATION OF EXISTING OPENING 18'-1" 2'-6" 2'-6" 2" 3'-0" 1'-0" FRONT COUNTER 2'-0" x 5'-0" ASSEMBLE
TABLE 2'-1" X 5'-0" 3'-5" 11'-0" 1'-0" CUFF PRESS 40" X 24.5" EXISTING DUCT TO BSMT TO REMAIN. REMOVE FRAMING AROUND IT 1 1 0 / 2 1 / 2 0 1 3 P r o g r e s s FLOOR MOUNTED CONVEYER:
PROVIDE ADDITIONAL POSTS AND FLOOR STRUCTURE FLOOR MOUNTED CONVEYER: PROVIDE ADDITIONAL POSTS AND FLOOR STRUCTURE NEW H/C DOOR BUTTON REINFORCE EXISTING FLOOR JOISTS BELOW NEW EXTENDED
RAMP AREA REMOVE EXISTING FLOOR JOISTS AND INSTALL NEW SLOPED JOISTS NO CHANGES TO STAIR 1'-0 1/2" UP CARPET ON UNDERLAYMENT SHEET VINYL ON UNDERLAYMENT 4" 25'-0" 8'-8 5/8" PIONEER
CONTRACTOR TO RELOCATE CLOTHES HANGING BARS FROM FORMER LOCATION TO THIS AREA NEW HAND SINK 3'-8" SHIRT PRESS 6'-0" X 4'-6" 8" UP EXISTING BASEMENT BELOW 1'-0" 1'-0" NEW CONCRETE HALF
WALL WITH STONE CAP AND CONTINUOUS METAL HAND RAILING. 11" METAL HAND RAILING. 1'-0" 3'-6 1/2" 8" 1'-4" 5'-0"9'-0 1/2" 2 A-501 1'-11" 5'-4" NEW ALUMINUM HANDRAIL 1 A-501 REMOVE EXISTING
STONE, INSTALL WATERPROOF MEMBRANE. INSTALL NEW FLOOR SURFACES CERAMIC TILE FLOOR INTERIOR. CONCRETE EXTERIOR 69'-8" NEW ONE-PIECE GRANITE STEP. DOWEL INTO SIDEWALK. ±1'-1" 3'-0"
1 1 0 / 2 1 / 2 0 1 3 P r o g r e s s P2 P2 P2 P2 P2 EXISTING EL= 7'-8" A.F.F. NEW EL = 11'-9" A.F.F. EXIST EL= 9'-11 1/2" A.F.F. NEW EL = 11'-9" A.F.F. EXISTING EL= 7'-5 3/4" A.F.F.
NEW EL = 11'-9" A.F.F. EXISTING EL= 10'-5 1/2" A.F.F. NEW EL = 11'-9" A.F.F. DEMO GWB CEILING DEMO GWB CEILING DEMO GWB CEILING DEMO GWB CEILING RE-USE EXISTING CLOTHES CONVEYOR. CONFIRM
RELOCATION WITH EQUIPMENT VENDOR. EXISTING RECESSED LIGHTS TO REMAIN. TO REMAIN AS CONDO'S "COMMON-SPACE." EXISTING RECESSED LIGHTS TO REMAIN. TO REMAIN AS CONDO'S "COMMON-SPACE."
CURRENT SWITCHING TO REMAIN. REMOVE 2 "COMMON SPACE" RECESSED LIGHTS. REMOVE EXISTING "COMMON SPACE" WIRING. ALL NEW LIGHTS WILL BE WIRED TO TENANT'S ELECTRICAL METER. REMOVE 2
"COMMON SPACE" RECESSED LIGHTS. REMOVE EXISTING "COMMON SPACE" WIRING. ALL NEW LIGHTS WILL BE WIRED TO TENANT'S ELECTRICAL METER. P1 P1 SMOKE SMOKE EXIT EMERGENCY P EMERGENCY P1
P1 ROUND SPIRAL HVAC DUCT. SIZE TO BE DETERMINED. NEW BEAM. P1 P3 NEW POWER DOOR OPENER OPENER BUTTON EMERGENCY NEW H/C DOOR BUTTON PROPOSED RCP 1/4" = 1'-0"2 PROPOSED GROUND FLOOR
1/4" = 1'-0"1 0 4 8 12 16 SIDEWALK 7'-11 3/8" 11'-0" 7'-5 3/4" 7'-9 3/4" 7'-3" NEW STEEL FRAME 221 MAINS STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5- NOTE: THIS
IS A PRELIMINARY DRAWING FOR PRICING - NOT FOR CONSTRUCTION 17'-2" 7'-9 3/4" NEW SPIRAL DUCT REMOVE FURRED-OUT WALLS TO ORIGINAL PLASTER WALLS REMOVE GWB CEILINGS AND SOFFITS TO ORIGINAL
TIN CEILING PROP BLDG SECTION AT EXISTING REAR BRICK WALL 1/4" = 1'-0"1 Architects 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com
REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect
employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other
reserved rights, including the copyright. THOMAS DOUGLAS Rev Date Description Project Title 221 Main Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing
No. Project North 1 10/21/2013 Progress Sheet Title Scale: 10/08/2013 EB TD #### AS NOTED REVISIONS: 4/7/2014 2 1/21/2014 Progress 3 2/6/2014 Code review 4 4/7/2014 Demo Permit A-300
SECTIONS BUILDING SECTION 1/4" = 1'-0"2 STOREFRONT ELEVATION 1/2" = 1'-0"3 Architects 196 Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com
REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect
employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other
reserved rights, including the copyright. THOMAS DOUGLAS Rev Date Description Project Title 221 Main Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing
No. Project North 1 10/21/2013 Progress Sheet Title Scale: 10/08/2013 EB TD #### AS NOTED REVISIONS: 4/7/2014 2 1/21/2014 Progress 3 2/6/2014 Code review 4 4/7/2014 Demo Permit KAWNEER
ALUMINUM STOREFRONT AUTOMATIC DOOR OPENER CONCRETE RAMP. SLOPE TO MATCH EXISTING. 1" RISE TO 12" RUN SLOPE. 1'-0 1/2" 4'-7 1/2" 5'-8 1/2" 1'-8" 7'-11 1/2" HANDRAIL 36" ABOVE RAMP 3'-0"
TRIFAB VG 451T (FRONT) ENTRANCE DETAILS OFFSET PIVOT/BUTT HUNG with SURFACE CLOSER 7-1/2" 7-1/2" BOTTOM RAIL OPTIONAL7-1/2" BOTTOM RAIL SINGLE ACTING OPTIONAL BOTTOM DOOR SWEEP DOOR
JAMB NOTE: KAWNEER "190" NARROW STILE DOOR SHOWN ON THESE DETAILS. OTHER KAWNEER DOORS MAY BE USED. ENTRANCE DETAIL 7 ENTRANCE DETAIL 6 ENTRANCE DETAIL 5 SINGLE ACTING FOR SURFACE CLOSER
DOOR JAMB SINGLE ACTING ENTRANCE DETAIL 9 SINGLE ACTING WITH SIDELITE (1" INFILL) DOOR JAMB ENTRANCE DETAIL 8 TRANSOM BAR (1" Infill) ENTRANCE DETAIL 4 TRANSOM HEAD (1" Infill) AT TRANSOM
AREA DOOR OPENING 11/16" FH OD OPTIONAL 2"DLO 2-1/8" DOOR OPENING 3/32" 190 DOOR STILE 1/4" OD FW 2" 2-1/8" 3/32" DOOR OPENING 2-1/4"1/8" 190 Top Rail DOOR OPENING FH OD DLO 1/4" 2"
451T-126 SHIM SUPPORT 451T-VG-001 MULLION 451-VG-524 SHEAR BLOCK PKG. 4 1/2" 450-506 SHEAR BLOCK PKG. 451-VG-022 T-BAR ADAPTER 451-VG-004 GLASS STOP (EXTERIOR) 450-022 GLASS STOP (INTERIOR)
451-502 S/A T-BAR W/ WEATHERING 1 5/16" 2"DLO 451-VG-019 D/A DOOR JAMB 451-VG-019 D/A DOOR JAMB 069-177 DOOR STOP ASS'Y 028-260 #8 x 3/8" AB PHST 451-VG-033 POCKET INSERT 451-VG-019
D/A DOOR JAMB 1/4" 2" OD FW DLO 1/2" 069-177 DOOR STOP ASS'Y 028-260 #8 x 3/8" AB PHST 190 DOOR STILE ELEVATION NOT TO SCALE TRIFAB 451UT (CENTER) SCREW SPLINE ASSEMBLY OUTSIDE GLAZED
/ GLASS STOPS "UP" (1" INFILL) DETAIL 3 DETAIL 1 DETAIL 2 SILL WITH HP FLASHING DETAIL 2 HEAD DETAIL 1 JAMB DETAIL 3 4 1/2"" FH OD 1/4"" 2"" DLO 4 1/2"" 1/4"" OD FW 2"" DLO 4 1/2""
FH DLO 2" OD 1/2"" 1/4"" 452T-CG-126 SHIM SUPPORT 452T-CG-001 HEAD 452T-CG-037 FLASHING 451-CG-004 GLASS STOP 452T-CG-014 SILL 452T-CG-126 SHIM SUPPORT 452T-CG-001 JAMB DETAIL 7 DETAIL
6 DETAIL 8 DETAIL 4 DETAIL 5 DETAIL 9 ENLARGED STOREFRONT PLAN 1/2" = 1'-0"2 3/4" CDX PLYWOOD DECORATIVE PVC PANEL BATT INSUL, MIN R19 2X6 STUD WALL PT SILL PLATE 1/2" PLYWD SHEATHING
ALUM FLASHING PVC TRIM STOREFRONT GLAZING FRAME ICE & WATER SHIELD MIN 8" FLASHING W/ BR & SEALANT PVC TRIM BOARD ICE & WATER SHIELD OVER SILL PLATE VARIES BOLT TO EXISTING FOUNDATION
WALL 1X WOOD SILL NEW ALUMINUM STOREFRONT ENLARGEDRAMP MAIN STREET CLEANERS SIGNAGE EXISTING CANVIS AWNING TO REMAIN PEBBLE FACADE TO REMAIN EXISTING CORNICE TO REMAIN NEW SIGNAGE.
TBD BY OWNERS. HANDRAIL 36" ABOVE RAMP 8'-0" 8'-0" X 3'-0" DOOR, WIDE STILE WITH SIDELIGHT PVC TRIM AUTOMATIC DOOR OPENER PVC TRIM 7 1/2"1'-0 1/2"3 1/2" 3 1/2" 3 1/2" NEW 7'-0" WIDE
STILE DOOR TO SECOND FLOOR BY CONDO ASSOCIATION. NEW METAL HANDRAIL. WRAP AROUND EXTERIOR WALL. NEW STONE RISERS AND TREADS. NEW HALF WALL WITH METAL HANDRAIL ABOVE STOREFRONT DETAILS
A-500 NOTE: STOREFRONT TO HAVE THE ABILITY TO BE DISMANTLED AND RECONSTRUCTED FOR FUTURE EQUIPMENT REMOVAL. STOREFRONT INSTALLATION TO BE CORDINATED WITH LARGE EQUIPMENT DELIVERY.
EXISTING PEBBLE VENEER TO REMAIN EXISTING METAL ROOF OVER AWNING EXISTING OPERABLE CANVAS AWNING AND ASSOCIATED MECHANISMS TO REMAIN EXISTING GWB CEILING TO REMAIN ESTIMATED LOCATION
OF STEEL BEAM. SIZE AND LOCATION TO BE CONFIRMED. 1x WOOD TRIM NEW ALUMINUM STOREFRONT EXISTING METAL STRUCTURE FOR AWNING PROPOSED STOREFRONT DETAIL 1 1/2" = 1'-0"1 Architects 196
Pleasant Street, Suite 202 Northampton, MA 01060 413-585-0641 http://www.tdouglasarchitects.com REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended
nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The
Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS Rev Date Description
Project Title 221 Main Street Northampton, MA 01060 Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 10/21/2013 Progress Sheet Title Scale: 10/08/2013 EB TD
#### AS NOTED REVISIONS: 4/7/2014 2 1/21/2014 Progress 3 2/6/2014 Code review 4 4/7/2014 Demo Permit STOREFRONT DETAILS A-501 8" 6" NEW RAMP 1 1/2" SECTION AT FRONT STAIR LANDING 1/4"
= 1'-0"1 REMOVE EXISTING STONE, INSTALL WATERPROOF MEMBRANE. INSTALL NEW FLOOR SURFACES GRANITE STEP 7 1/4"7 1/4" 1/2" CONTINUOUS METAL PIPE HANDRAIL EXISTING STAIR LANDING SECTION
AT FRONT STAIR LANDING 1/4" = 1'-0"2 STONE CAP GRANITE 11 1/2" 7 1/4" 2'-0"3" 7 1/4" 1'-2 1/2" STONE CLADDING ON LANDING, RISER CONCRETE HALF WALL WITH STUCCO FINISH 1/2" 1/2" MIN
RISE FROM EXTERIOR LANDING TO DOOR THRESHOLD ± 1:25 SLOPE AWAY FROM BUILDING PVC TRIM SIDELIGHT WIDE STILE DOOR 10" 10"