32C-052 9 Pearl St_PERMIT ADDENDUMRenovations to
#9 PEARL STREET
Heldon Realty Trust
9 Pearl Street
PROJECT DESCRIPTION
PROJECT LOCATION
ZONING DISTRICT: CENTRAL BUSINESS
APPLICABLE BUILDING CODE: 2015 IBC
CONSTRUCTION TYPE: IIIB
BUILDING HEIGHT: 45'
GROSS BUILDING AREA: 15,000
INDEX OF DRAWINGS
THOMAS DOUGLAS, R.A. MA
THOMAS DOUGLAS
ARCHITECTS, INC.
ISSUE DATE
196 Pleasant Street
Northampton, MA 01060
413-585-0641
http://www.tdouglasarchitects.com
ARCHITECT:
GENERAL NOTES
1. Contractor shall verify all dimensions and take own measurements at the
job site before commencing work. Advise architect of any error or discrepancy.
2. Contractor shall coordinate work of all trades, and installation of all equipment,
items, or assemblies prior to commencing work.
3. Contractor shall locate all existing utilities in areas of work. If utilities are to
remain, provide adequate means of support and protection during work.
4. Contractor shall consult and obtain permission from utility owners prior to
commencement of work. Cooperate with owner and utility company in keeping
respective services and facilities in operation. Repair damaged utilities to
satisfaction of owner. Secure approval of connections to existing utilities from
appropriate utility company and notify local authorities prior to covering.
5. Under no circumstances shall any trench required for utility connections, etc.
outside the property line be without protective barricades nor be left open at
the end of a day's work.
6. No open excavations shall be left open at the end of a day's work without
adequate protective barricades to assure public safety.
7. Install and maintain adequate bracing or shoring required to prevent filling-in or
cave-ins of adjacent materials at all times.
8. Remove all water and disturbed soil from excavations prior to commencing
further work each day.
9. Contractors shall not damage the site beyond project limit lines. Any damage
beyond project limit lines shall be repaired immediately to owners' satisfaction.
10. Contractor shall maintain structural integrity of project during construction
through bracing, guy wires, etc. See structural notes.
11. Contractor shall perform work in accordance with all applicable federal, state,
and local codes.
AERIAL VIEW OF SITE
PROJECT OWNER:
Client:
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
c/o Dan Gleason
Executive Trustee for Heldon Realty Trust
600 Kennedy Road
Leeds, MA 01053
VIEW FROM PEARL STREET STRUCTURAL ENGINEER:
JACOB F. SMITH, P.E.
JACOB SMITH
ENGINEERING &
DESIGN
8 COATES AVENUE
SOUTH DEERFIELD, MA 01373
413-397-3441
www.jacobsmithengineering.comPEARL STREETP
L
E
A
S
A
N
T
S
T
R
E
E
T RAILROAD AVENUESITE
RYBAK
ENGINEERING, INC.
132 Forest Avenue
Warren, MA 01083
413-436-5500
http://www.rybak-fpc.com
FIRE PROTECTION:
PLUMBING & HVAC ENGINEER:
4 South Main Street
PO Box 278
Haydenville, MA 01039
413-268-7251
mjmoraninc.com
MJ MORAN
C COVER
ARCHITECTURAL
AD-100 DEMO PLAN
AD-200 DEMO ELEVATIONS
A-101 PLAN 1 & B
A-102 PLAN 2
A-103 PLAN 3
A-104 PLAN ROOF
A-150 RCP LEVEL 1
A-151 RCP LEVEL 2
A-200 PROPOSED ELEVATIONS
A-400 ENLARGED PLAN & SECTION
A-401 ENLARGED BATHROOMS
A-402 ENLARGED RAMP
A-410 ENLARGED PLANS & ELEVATIONS
A-411 MILLWORK SECTIONS & DTLS
A-500 CONSTRUCTION DTLS
A-502 ROOF DETAILS
A-600 SCHEDULES
A-601 WINDOW & STOREFRONT DTLS
A-602 WINDOW & WALL DETAILS
A-603 DOOR DETAILS
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
REVISION 5 NOTE:
FURTHER DEVELOPMENT OF
DETAILING, STRUCTURAL
REMEDIATION & FACADE REPAIRS
5
PERMIT ADDENDUM
LEVEL 1 RENOVATIONS
& EXTERIOR IMPROVEMENTS
10/25/2018
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
DEMO PLANS
AD-100
D14
DUMB
WAITER
B C D E
F.1 F.2F G
A
234567891011112131410ELEVATOR PIT
LEVEL 1 - EXISTING PLAN
Scale: 1/8" = 1'-0"2
G
G
F
F
F
F
F
F
F
F
F
F
E
E
D
ABOVE
C
C
B
ABOVE
A
ABOVE
A
ABOVE
K
K
J
J
J
J
J
J
J
J
J
J
L
DN
ELEVATOR
FREIGHT
C.B.
WALL
HEATER
ROOM 'B'
V. TILE FLR.
PLYWOOD CEIL.
@ 11'-7" A.F.F.x 6'-9\"
(2) 2'-0"
UP
DN
WATER
PIPE
B C D E
F.1 F.2F G
A
234567891011112131410LEVEL 2 - EXISTING PLAN
Scale: 1/8" = 1'-0"3
E
E
H
~17'-11"~~9'-2"~~6'-1"~F
F
F
L
EXISTING
MECHANICAL
ROOM
BASEMENT - EXISTING PLAN
Scale: 1/8" = 1'-0"1
0 5 10 15 20 25 FT
D
KEYED DEMOLITION NOTES
A REMOVE EXISTING SOFFIT SYSTEM.
REMOVE EXISTING SUSPENDED CEILING SYSTEM & GRID ABOVE
& PROPERLY DISPOSE.
REMOVE EXISTING BUILT UP DECK, STEPS, COUNTERS,
CASEWORK, AND ALL ASSOCIATED ITEMS.
REMOVE, MAKE SAFE, AND RELOCATE EXISTING MECHANICAL SYSTEM.
MEP TO BE CERTIFIED BY OTHERS. SAVE FOR FUTURE USE.
DEMOLISH STAIR & ASSOCIATED FRAMING. PREPARE FOR
NEW FRAMING AND FLOOR DECK.
REMOVE EXISTING GWB WALL, SHEATHING AND FRAMING.
B
C
D
E
F
EXISTING PARTITIONS TO REMAIN, PATCH AND
REPAIR AS REQUIRED DUE TO CONSTRUCTION.
NEW PARTITION.
NEW PARTIAL HEIGHT PARTITION.
PARTITION KEY
PARTITIONS, EQUIPMENT AND OTHER ITEMS TO BE
DEMOLISHED.
EXISTING PARTITIONS TO REMAIN, PATCH AND
REPAIR AS REQUIRED DUE TO CONSTRUCTION.
DEMO LINE KEY
REMOVE EXISTING DOOR, PREPARE SILL FOR NEW ELEVATION.G
REMOVE DECKING AND WOOD FRAME, PREPARE FOR FUTURE STAIR.H
REMOVE DAMAGED PLASTER CEILING ABOVE, REPAIR PER A-500J
PREPARE OPENING ABOVE FOR NEW LEVEL 2 DECK ASSEMBLY PER A-500K
MASONRY CHIMNEY TO BE DEMOLISHEDL
KEYED DEMOLITION NOTES
A REMOVE EXISTING CMU INFILL BACK TO MASONRY OPENING. PREPARE
OPENING FOR FUTURE STOREFRONT SYSTEM.
REMOVE EXISTING FRAMING AND PLASTER INFILL BACK TO
MASONRY OPENING. PREPARE OPENING FOR FUTURE WINDOW.B
REMOVE EXISTING FRAMING AND WOOD INFILL BACK TO
MASONRY OPENING. PREPARE OPENING FOR FUTURE WINDOW. C
REMOVE EXISTING WOOD WINDOW OR LOUVER BACK TO
MASONRY OPENING. PREPARE OPENING FOR FUTURE WINDOW. D
REMOVE EXISTING BUILDING SINGABLE AND ASSOCIATED ITEMS.
REPAIR ANY DAMAGED MASONRY AS A RESULT OF DEMOLITION
WORK TO MATCH ADJACENT.
E
REMOVE EXISTING BUILDING LIGHT FIXTURES AND ASSOCIATED
ITEMS.SEE ELECTRICAL DRAWINGS FOR COORDINATION. REPAIR
ANY DAMAGED MASONRY AS A RESULT OF DEMOLITION WORK TO
MATCH ADJACENT.
F
REMOVE EXISTING WOOD DOORS AND TRIM BACK TO MASONRY
OPENING. PREPARE OPENING FOR NEW DOOR.G
REMOVE EXISTING METAL PANEL, WOOD FRAMING, AND INFILL
CONSTRUCTION BACK TO MASONRY OPENING. SEE STRUCTURAL
DRAWINGS FOR LINTEL REPLACEMENT INFORMATION. PREPARE
OPENING FOR NEW WINDOW.
H
EXISTING WOOD DOORS TO BE REMOVED, REPAIRED, AND
REINSTALLEDJ
CHIMNEY TO BE DEMOLISHEDK
EXISTING INFILL TO REMAINL
REMOVE EXISTING FRAMING AND WOOD INFILL BACK TO
MASONRY OPENING. ENLARGE MASONRY OPENING TO
ACCOMMODATE NEW WINDOW - SEE SCHEDULE FOR WINDOW
SIZE. REMOVE EXISTING MASONRY SILL AND REUSE AT NEW
OPENING.
M
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
DEMOLITION
EXTERIOR
ELEVATIONS
AD-200
0 0 0 0 0 0 FT
BUILDING 1 FIRST FLOOR
0"
BUILDING 2 FIRST FLOOR
-1'-2"
SECOND FLOOR
12'-6"
THIRD FLOOR F.F.
23'-4"
TOP OF RIDGE
44'-10"
BUILDING 2 ROOF
26'-4"
BUILDING 1 PLATFORM
1'-2"
DEMOLITION EAST ELEVATION
Scale: 1/8" = 1'-0"2
A
K
M
LL
L L
L
B B
BUILDING 1 FIRST FLOOR
0"
BUILDING 2 FIRST FLOOR
-1'-2"
SECOND FLOOR
12'-6"
THIRD FLOOR F.F.
23'-4"
TOP OF RIDGE
44'-10"
BUILDING 2 ROOF
26'-4"
BUILDING 1 PLATFORM
1'-2"
DEMOLITION WEST ELEVATION
Scale: 1/8" = 1'-0"1
K
D
C
C
C D
DD
C
M
CC
D D D
G
J
E
E
F
HHE
F
KEY PLAN
SHADED AREA
REPRESENTS
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.1
2
3
AREA OF DEMOLITION
DEMOLITION LEGEND
DEMOLITION WEST JOG ELEVATION
Scale: 1/8" = 1'-0"3
NOTE:
SEE STRUCTURAL ADDENDUM FOR
UPDATED FACADE REPAIR REQUIREMENTS
5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
PLAN
BASEMENT &
LEVEL 1
A-101
03
02
01
04
D23
D14SF02 SF03
B C D E
F.1 F.2F G
A
234567891011112131410FLOOR DRAIN
MOP
SINK
30 BBLS
BRIGHT
#1
30 BBLS
BRIGHT
#2
50 BBLS
HLT
30 BBLS
FERMENTER
SHORT
#6
30 BBLS
FERMENTER
SHORT
#5
30 BBLS
FERMENTER
SHORT
#4
30 BBLS
FERMENTER
SHORT
#3
30 BBLS
FERMENTER
SHORT
#2
30 BBLS
FERMENTER
SHORT#1
30 BBLS
FERMENTER
SHORT
#7
30 BBLS
FERMENTER
SHORT
#8
30 BBLS
FERMENTER
SHORT#8
30 BBLS
FERMENTER
SHORT
#9
3'
-
6
"PATH3'
-
0
"PATH
MEN
D19
countertop ovenpaniniBEERTAPSSANDWICH UNIT 30 X 72 BARTOPSHELFBEERTAPSBEERTAPSBAR
TOP
SHELF POSPRTDRAW
ER
BELO
W
1:20 SLOPE
UP
29
30
D20
D15
D16
SF01
4
4
4
4444
4
4
4
4 8
6
6
8
10
4 4 4
444
BEER
32X54
44
4
6 1'-7"19'-9"WALK IN
11'6" x 25'0
D11
MECHANICAL
ROOM
LINE OF ENTRY
BRIDGE ABOVE
35'-0"
NEW TREN
C
H DRAI
N IN FLO
O
R
WOMEN
D17
D18
D12
D13
AIRLOCK
WITH VINYL
CURTAIN
1
8
'
-
0
"
T
Y
P
I
C
A
L
58'-6"
68'-0"
13'-6 1/2"
10'-6 1/2"
6'-2 1/2"5'-5 1/8"23'-4"
41'-10 1/4"6'-9"7'-8"
2'-0"1'-10"9'-6"4'-11 1/2"11'-6"3'-0"D21
D22
DN
BABY
CHANGING
BABY
CHANGING
FEED
TANK
BLOW
DOWN
SEPARATOR
50 HP BOILER
CHILLER
28"x65"
OIL TANK
30x65
D24
WATER
MAIN
600 AMP
ELECTRI
CAL
PANEL
D25 MILLING
ROOM
ELECTRICAL
ROOM10'-1"5'-11"13'-9 1/2"
BUFF TANK
12'-11"12'-9"4'-5 1/2"8'-
5
1/
2
"10'-11 1/2"13'-1 1/2" RISERS
MAX @ 7"
RISERS
MAX @ 7"
LEVEL 1 - PROPOSED PLAN
Scale: 3/16" = 1'-0"2
ACCESS TO UTILITY
ROOM BELOW
8
A-400
9
A-400
7
A-400
1
A-401
EXISTING
MECHANICAL
ROOM
BASEMENT - PROPOSED PLAN
Scale: 3/16" = 1'-0"1
0 5 10 15 20 25 FT
KEY PLAN
SHADED AREA
REPRESENTS
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.EXISTING PARTITIONS TO REMAIN, PATCH AND
REPAIR AS REQUIRED DUE TO CONSTRUCTION.
NEW PARTITION.
NEW PARTIAL HEIGHT PARTITION.
PARTITION KEY
B C D E
F.1 F.2F G
A
234567891011112131410DN
D218
D-203
D-205
D-206
D-207
D-204
D-208
MOPSINK
LAVATORY 201
LAVATORY 202
LAVATORY 203
SF07
MAIL/SCANNING/PRINTING
214
521 sq ftArea:
C1
C2
C3
36"H COUNTER
RECORDS
215
111 sq ftArea:STAFF
209
118 sq ftArea:
REGISTRAR
212
232 sq ftArea:
ASST REG
210
148 sq ftArea:
D-202
D-212
D-211
D-210
SF06
D-201
D-214
REG OF DEEDS
2,988 SQ. FT.
CONFERENCE
211
224 sq ftArea:
D-216
LAND COURT
206
80 sq ftArea:
D-213
TRANSACTION
207
93 sq ftArea:
CLIENT SVCS
205
275 sq ftArea:
D-217
D-209
STOR/SUPPLY
213
92 sq ftArea:42"H COUN
T
E
R
42"H COU
N
T
E
R
D-215
UTILITY
CLOSET
MDF
216
120 sq ftArea:
VESTIBULE
200
83 sq ftArea:
CORRIDOR
218
184 sq ftArea:
SUPPORT STAFF
208
466 sq ftArea:
BOTTLE
FILLER
C4 SEATING/COMPUTER
204
275 sq ftArea:
2
2
2A
2
2
2
2
2
2
2
2
2
2
2
2A
2A
2
2
2
2
2
OFFICE
217
430 sq ftArea:
2
4
LEVEL 2 - PROPOSED PLAN
Scale: 3/16" = 1'-0"3
MECHANICAL ROOM CHASE
4'-9 1/2"12'-5 1/4"3'-4 3/8"4'-6 1/2"3'-8 3/4"13'-0 7/8"3'-6 1/4"20'-11"
6'-8"5'-0"12'-8 7/8"9'-4 3/4"6'-7 3/8"12'-4 3/4"19'-0 3/4"10'-7 3/4"
7'-
9
1/
2
"
26'-10 5/8"
10
'
-
0
1/
2
"
3'-4 3/8"12'-2 1/2"5'-0 1/8"6'-10 1/4"18'-10 3/4"15'-1
0 1/2"11'-10 1/4"2'-0"11'-11 5/8"3'-7 1/2"
2'-
9
3/
4
"90°90°90°90°90°
11'-4 3/4"
22'-8 3/4"90°4'-11 1/4"
1'-9 1/2"12'-0"
11'-10 3/4"
7'-
0
"
9'-0"13'-2"8'-5 3/4"6'-3 3/8"AREA NOT IN
CONTRACT
97' TRAVEL DISTANCE
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR RENOVATION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
10/24/2018
1 10/24/18 PERMIT SET
LEVEL 2 PLAN
A-101
EXISTING PARTITIONS TO REMAIN, PATCH AND REPAIR AS REQUIRED DUE TO CONSTRUCTION.
NEW PARTITION.
NEW PARTIAL HEIGHT PARTITION.
PARTITION KEY
KEY PLAN
SHAD
E
D AREA
REPR
E
S
E
N
T
S
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
LEVEL 2 PLAN
A-102epepepepepepiron/pnrfncepnrfncebackfaceface endback endrw facebackfacefacebackbackfacecl arborcl arborcl arborcl arborrw face no gradefacebackbackfacefacepnrfnce endconc under pavers @gapbldg no gradepavers @rw facethresh.bldgbldgbldg no gradebldg no gradesidewalk el. @pearl stepep10" maplelghtpostbottom of block @bldg96.2398.0898.2298.2998.3298.3998.3598.1997.9596.1596.9797.9498.8898.7498.7498.5998.5798.4698.3998.3798.1297.880.0098.4598.4394.5394.5694.4090.190.0090.5490.1889.5689.590.000.0087.1897.2196.9197.4396.14102.10150315041505150615071508151215131520152115221523152415261527152815291530153115321533153415381539154015411542154315501551155815921608160916191620162116221623162416251626epepep
ep epepep/bricksep/bricksepepepepepepep129812971296124412421230 12111210
1209
120812071206 12051204 1203B C D E
F.1 F.2F G
A
234567891011112131410DN
D218
D-203
D-205
D-206
D-207
D-204
D-208
MOPSINK
LAVATORY 201
LAVATORY 202
LAVATORY 203
UP
UP
W
O
O
D
B
E
N
C
H
C
C
C
D
D
B
B
B
B
B
B
BB
A
A
A
A
C
D
SF07
MAIL/SCANNING/PRINTING
214
521 sq ftArea:
C1
C2
C3
36"H COUNTER
RECORDS
215
111 sq ftArea:STAFF
209
118 sq ftArea:
REGISTRAR
212
232 sq ftArea:
ASST REG
210
148 sq ftArea:
D-202
D-212
D-211
D-210
SF06
D-201
D-214
REG OF DEEDS
2,988 SQ. FT.
CONFERENCE
211
224 sq ftArea:
D-216
LAND COURT
206
80 sq ftArea:
D-213
TRANSACTION
207
93 sq ftArea:
CLIENT SVCS
205
275 sq ftArea:
D-217
D-209
STOR/SUPPLY
213
92 sq ftArea:42"H COUN
T
E
R
42"H COU
N
T
E
R
D-215
UTILITY
CLOSET
MDF
216
120 sq ftArea:
VESTIBULE
200
83 sq ftArea:
CORRIDOR
218
184 sq ftArea:
SUPPORT STAFF
208
466 sq ftArea:
BOTTLE
FILLER
C4 SEATING/COMPUTER
204
275 sq ftArea:
2
2
2A
2
2
2
2
2
2
2
2
2
2
2
2A
2A
2
2
2
2
2
OFFICE
217
430 sq ftArea:
2
4
LEVEL 2 - PROPOSED PLAN
Scale: 3/16" = 1'-0"3
MECHANICAL ROOM CHASE
4'-9 1/2"12'-5 1/4"3'-4 3/8"4'-6 1/2"3'-8 3/4"13'-0 7/8"3'-6 1/4"20'-11"
6'-8"5'-0"12'-8 7/8"9'-4 3/4"6'-7 3/8"12'-4 3/4"19'-0 3/4"10'-7 3/4"
7'-
9
1/
2
"2'-6"26'-10 5/8"
10
'
-
0
1/
2
"
3'-4 3/8"12'-2 1/2"5'-0"6'-10 1/4"18'-10 3/4"15'-1
0 1/2"11'-10 1/4"2'-0"11'-11 5/8"3'-7 1/2"
2'-
9
3/
4
"90°90°90°90°90°
11'-4 3/4"
22'-8 3/4"90°4'-11 1/4"
1'-9 1/2"12'-0"
11'-10 3/4"
7'-
0
"
9'-0"13'-2"8'-5 3/4"
1
A-402
EXISTING PARTITIONS TO REMAIN, PATCH AND
REPAIR AS REQUIRED DUE TO CONSTRUCTION.
NEW PARTITION.
NEW PARTIAL HEIGHT PARTITION.
PARTITION KEY
KEY PLAN
SHADED AREA
REPRESENTS
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
LEVEL 3 PLAN
A-103
L01 L02 L03
BUILDING 2 ROOF - SEE ROOF PLAN A-104
B C D E
F.1 F.2F G
A
1112131410LEVEL 3 - PROPOSED PLAN
Scale: 3/16" = 1'-0"1
EXISTING WINDOW INFILL
TO REMAIN
SEE STRUCTURAL DRAWINGS
FOR WORK IN THIS AREA
6
A-500
6
A-500
KEY PLAN
SHADED AREA
REPRESENTS
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.EXISTING PARTITIONS TO REMAIN, PATCH AND
REPAIR AS REQUIRED DUE TO CONSTRUCTION.
NEW PARTITION.
NEW PARTIAL HEIGHT PARTITION.
PARTITION KEY
4
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
ROOF PLAN
A-104
SHED ROOF
SLOPE
SLOPE SLOPE
SLOP
E
AREA OF DEMOLISHED MASONRY
CHIMNEY TO BE REPAIRED UNTIL
NEW ROOF IS INSTALLED
REPAIR MASONRY PARAPET WALL AND COPING
AS REQUIRED - TYPICAL ALL LOCATIONS
REPAIR AND REPLACE STRUCTURAL MEMBERS
AND SHEATHING PER STRUCTURAL DRAWINGS.
NEW ROOF ASSEMBLY TO BE:
-ROOFING MEMBRANE
-TAPERED INSULATION AS REQUIRED
-CONTINUOUS R30 INSULATION
-VAPOR CONTROL LAYER
-STRUCTURAL SHEATHING
REPAIR EXISTING
GABLE AND SHED
ROOF AT DAMAGED
AREAS AS REQUIRED
ADJACENT LOW ROOFB C D E
F.1 F.2F G
A
2345678910111121314106" SUARE DOWNSPOUTS -
COORDINATE LOCATIONS TO AVOID
CONFLICT WITH WINDOWS, DOORS,
AND OTHER BUILDING ELEMENTS
GUTTER - SEE ROOF
OVERHANG DETAIL
FACE OF WALL BELOW
CANOPY OVER ENTRANCE AREA
TAPER ROOF OVERHANG
BACK TO FACE OF BUILDING
TAPER ROOF OVERHANG
BACK TO FACE OF BUILDING
6'-6"EXHAUST HOOD VENT,
LOCATION FIXED
10' CLEAR AREA
FOR INTAKE
KITCHEN MAKE UP
AIR INTAKE
ROOF - PROPOSED PLAN
Scale: 3/16" = 1'-0"1 10'-6"21'-5"
40" HIGH CONDENSOR UNIT
40" HIGH CONDENSOR UNIT
48" HIGH
PLUMBING
VENT AREA
PLUMBING
VENT AREA
48" HIGH
6'-5"12'-7 1/2"4'-3 1/2"11'-7 1/2"1'-3 1/2"12'-7"
7
A-502
7
A-502
8
A-502
8
A-502
9
A-502
9
A-502
10
A-502
10
A-502
2
A-502
2
A-502 3
A-502
3
A-502
6
A-502
6
A-502
KEY PLAN
SHADED AREA
REPRESENTS
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.EXISTING PARTITIONS TO REMAIN, PATCH AND
REPAIR AS REQUIRED DUE TO CONSTRUCTION.
NEW PARTITION.
NEW PARTIAL HEIGHT PARTITION.
PARTITION KEYREFRIGERANT
CONDENSER
LOCATION
5
NOTE:
ROOF REPAIR UNDER SEPERATE PERMIT
5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
FIRST FLOOR
RCP
A-150
D14SF02 SF03
B C D E
F.1 F.2F G
A
234567891011112131410FLOOR DRAIN
MOP
SINK
MEN
1:20 SLOPE
UP
29
30
WALK IN
11'6" x 25'0
MECHANICAL
ROOM
WOMEN
AIRLOCK
WITH VINYL
CURTAIND21
DN
CHILLER
28"x65"
WATER
MAIN
MILLING
ROOM
ELECTRICAL
ROOM7'-9 5/8"AA A
A A A
A
B
B
B
B
B
LEVEL 1 - PROPOSED PLAN
Scale: 3/16" = 1'-0"2
A
13'-9" V.I.F.B
EXISTING PLASTER CEILING
EXISTING PLASTER CEILING
KEY PLAN
SHADED AREA
REPRESENTS
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.AREA OF DAMAGED CEILING TO BE REPAIRED -
SEE SHEET NOTES FOR MORE INFORMATION
REFLECTED CEILING PLAN LEGEND
2'X4' ACOUSTICAL CEILING TILE SYSTEM
PATCH AND REPAIR 10% OF EXISTING PLASTER ON METAL LATH CEILING.
REFLECTED CEILING PLAN SHEET NOTES
01.
DAMAGED AREAS 1 SQUARE FOOT OR LESS TO BE PATCHED IN KIND TO
MATCH ADJACENT CONDITIONS.
02.
DAMAGED AREA GREATER THAN 1 SQUARE FOOT TO BE FRAMED AS
REQUIRED AND PATCHED WITH GWB. PLASTER SKIM COAT TO BE APPLIED
OVER GWB TO MATCH ADJACENT CONDITIONS.
03.
REFLECTED CEILING PLAN KEYED NOTES
A EXISTING STAIR OPENING TO BE INFILLED - SEE STRUCTURAL DRAWINGS
FOR FRAMING INFORMATION
B WRAP EXISTING BEAM BEAM AT OPENING IN TWO LAYERS OF 5/8" GWB.
RETURN GWB TO CEILING PLANE.
NOTE:
LIGHTING AND ELECTRICAL UNDER
SEPERATE PERMIT
5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR RENOVATION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
10/24/2018
1 10/24/18 PERMIT SET
SECOND
FLOOR RCP
A-150
B C D E
F.1 F.2F G
A
1112131410PLAN BOOK HOLDER
BULLETIN BOARD
1
VF
DN
MOPSINK
C1
C2
C3
36"H COUNTER
3
42 BULLETIN BOARDVFB
O
O
K
S
H
E
L
F
B
O
O
K
S
H
E
L
F
BO
O
K
S
/
B
A
C
K
IN
D
E
X
I
N
G
LO
W
S
H
E
L
V
E
S
BO
O
K
S
/
B
A
C
K
IN
D
E
X
I
N
G
LO
W
SH
E
L
V
E
S BOOKS/BACK INDEXINGLOW SHELVESB
O
O
K
C
A
S
EBOOKSHELFLATERAL FILE VF
BOOKSHELFLATERAL FILEBOOKSHELF
MYLARDRAWERSB
O
O
K
C
A
S
EBOOKSHELF
TP
W
T
R
.
PRINTER
MYLARDRAWERSMYLARDRAWERSM
Y
L
A
R
D
R
A
W
E
R
S
STORAGECABINETPLAN SCANNERD-217
BOOK SHELF
TALL FILESBOOKS/BACK INDEXINGLOW SHELVES
PO
S
T
FILM
ARCHIVEWRITER
42"H COUN
T
E
R
S
E
R
V
E
R
S
E
R
V
E
R
BOOKCASE
5
BULLETIN BOARD
42"H COU
N
T
E
R
SUPPLY CABINET
BULLETIN BOARD
TPWTR.TPWTR.COPYMACHINEPRINTER
BOTTLE
FILLER
C4
8'-10"
A.F.F.
9'-0"
A.F.F.
8'-10"
A.F.F.
8'-10"
A.F.F.
11'-0"
A.F.F.
B
B
B
8'-0"
A.F.F.
8'-0"
A.F.F.
8'-0"
A.F.F.
8'-10"
A.F.F.
11'-0"
A.F.F.
8'-10"
A.F.F.
8'-10"
A.F.F.
8'-10"
A.F.F.
8'-10"
A.F.F.
8'-10"
A.F.F.
8'-10"
A.F.F.
A
A
A
C
C
C
C
C
C
C C
CCCCC CC
CCC
C
CDDDDDDDDD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
C
C
C
C
CCC
C
C
C CC
E
E
ECAREA NOT IN
CONTRACT
MAIL/SCANNING/PRINTING
214
521 sq ftArea:
RECORDS
215
111 sq ftArea:
STAFF
209
118 sq ftArea:
REGISTRAR
212
232 sq ftArea:ASST REG
210
148 sq ftArea:CONFERENCE
211
224 sq ftArea:
LAND COURT
206
80 sq ftArea:
TRANSACTION
207
93 sq ftArea:
CLIENT SVCS
205
275 sq ftArea:
STOR/SUPPLY
213
92 sq ftArea:
MDF
216
120 sq ftArea:
VESTIBULE
200
83 sq ftArea:
SUPPORT STAFF
208
466 sq ftArea:
SEATING/COMPUTER
204
275 sq ftArea:
OFFICE
217
430 sq ftArea:
LAVATORY
203
45 sq ftArea:
LAVATORY
202
45 sq ftArea:
LAVATORY
201
45 sq ftArea:
SEE ELEVATION FOR LOCATION
AREA OF DAMAGED CEILING TO BE REPAIRED -
SEE SHEET NOTES FOR MORE INFORMATION
REFLECTED CEILING PLAN LEGEND
A
B
C
SURFACE MOUNTED LED FIXTURE -
PHILIPS LIGHTOLIER 6" SQUARE SLIM
SURFACE DOWNLIGHT
COVE LIGHT - T8 COVE LIGHT FIXTURE WITH LED BULB
2'X4' RECESSED LED FIXTURE - METALUX
SKYRIDGE WITH SKYTRIM ACCESSORY
LINEAR RECESSED LED FIXTURE - METALUX
SKYRIDGE SINGLE
2'X4' ACOUSTICAL CEILING TILE SYSTEM
D
E EXTERIOR SCONCE, LED
KEY PLAN
SHAD
E
D AREA
REPR
E
S
E
N
T
S
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
EXTERIOR
ELEVATIONS
A-200
F F F
BUILDING 1 FIRST FLOOR
0"
BUILDING 2 FIRST FLOOR
-1'-2"
SECOND FLOOR
12'-6"
THIRD FLOOR F.F.
23'-4"
TOP OF RIDGE
44'-10"
BUILDING 2 ROOF
26'-4"
BUILDING 1 PLATFORM
1'-2"
B B B B AA F F
REVEALS EQUALLY SPACED
8'-0" MAX.
REBUILT PARAPET BEYOND
ROOF OVERHANG WITH GUTTER -
SEE DETAIL
DOWNSPOUTS - SEE ROOF PLAN
1
2
3
4
5
6
7
8
H
PROPOSED EAST ELEVATION
Scale: 1/8" = 1'-0"2
B
TYPICAL F
TYPE
WINDOWS
1A-502
DD
BUILDING 1 FIRST FLOOR
0"
BUILDING 2 FIRST FLOOR
-1'-2"
SECOND FLOOR
12'-6"
THIRD FLOOR F.F.
23'-4"
TOP OF RIDGE
44'-10"
BUILDING 2 ROOF
26'-4"
BUILDING 1 PLATFORM
1'-2"
A
C
A B B B B B B
12'-0"
A
A A
A A A
A
E E E
10'-7"PROPOSED WEST ELEVATION
Scale: 1/8" = 1'-0"1
AB
C
KEY PLAN
SHADED AREA
REPRESENTS
AREA OF WORK
PEARL ST.
RAILROAD AVE.PLEASANT ST.1
2
3
KEYED NOTES
A REPOINT XX% OF FACADE - SEE STRUCTURAL DRAWINGS FOR DETAILS
B NEW COPING - SEE ROOF DETAILS
C INFILL EXISITNG OPENING PER STRUCTURAL
D NEW MASONRY OPENINGS - SEE ARCH DRAWINGS FOR WINDOW DETAILS
AND STRUCTURAL DRAWINGS FOR LINTEL DETAILS
PROPOSED WEST JOG ELEVATION
Scale: 1/8" = 1'-0"3
15'-3"27'-1"PROPOSED NORTH ELEVATION
Scale: 1/8" = 1'-0"4
5
5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
ENLARGED
PLANS
A-400
1:20 SLOPE
4444
BEER32X54
44
RISERSMAX @ 7"
RISERSMAX @ 7"
SLOPED WALKWAY ENLARGED PLAN
Scale: 1/4" = 1'-0"4
5
A-400
6
A-400
FINISH FLOOR
0"
1:20 SLOPE
4444
BEER
32X54
44
6'-2 1/2"5'-5 1/8"23'-4"
7'-8"3'-0" RISERS
MAX @ 7"
RISERS
MAX @ 7"
PLATFORM FINISH FLOOR
1'-2"2'-10"EXISTING COLUMN
EXISTING MASONRY PILASTER
3/4" PLYWOOD SHEATHING ON
PLATFORM AND SLOPED WALKWAY
PLATFORM FRAMING - SEE
ENLARGED FRAMIGN PLAN
FREESTANDING BANQUETTE SEATING
1 1/2" ROUND TUBE HANDRAIL
WITH 1" SQUARE TUBE STEEL
VERTIAL SUPPORTS
4'-0"
TYPICAL
BOTTOM OF BEAM
10'-9"
23'-4"
TRANSITION STRIP FROM RAMP TO
EXISTING CONCRETE SLAB AS
FINISH FLOOR
EXISTING BEAM
2'-10"SLOPED WALKWAY SECTION A
Scale: 1/4" = 1'-0"5
FINISH FLOOR
0"
PLATFORM FINISH FLOOR
1'-2"
BOTTOM OF BEAM
10'-9"3'-4"TRANSITION STRIP FROM RAMP TO
EXISTING CONCRETE SLAB AS
FINISH FLOOR
2"X2" SQUARE TUBE STEEL RAILING WITH
HARDWOOD CAP AND METAL MESH
PANELS ACHORED TO TOP OF PLATFORM
1 1/2" ROUND TUBE HANDRAIL
3/4" PLYWOOD SHEATHING ON
PLATFORM AND SLOPED WALKWAY
PLATFORM FRAMING - SEE
ENLARGED FRAMIGN PLAN
1 1/2" ROUND TUBE HANDRAIL
MOUNTED VERTICAL STEEL
SUPPORTS OF PLATFORM RAILING
EXISTING MASONRY PILASTER
EXISTING COLUMN
EXISTING BEAM
2'-10"3'-4"SLOPED WALKWAY SECTION B
Scale: 1/4" = 1'-0"6
29
30
RISERSMAX @ 7"
ENLARGED OFFICE PLAN
Scale: 1/4" = 1'-0"8
6'-2 1/2"
8'-0 1/4"4'-5"4'-0"3'-5 1/2"8'-10 3/4"19'-9 1/2"1
ENLARGED
PLANS,
SECTIONS, AND
ELEVATIONS
A-400
WALK IN
11'6" x 25'0
AIRLOCK
WITH VINYL
CURTAIN
ENLARGED AIRLOCK PLAN
Scale: 1/4" = 1'-0"9 9'-10 5/8"13'-6 1/2"61.2°12'-1 1/2"
VINYL AIRLOCK SYSTEM
1
1
12'-1 3/4" VERIFY IN FIELD
85.45°1
A-603
MOP
SINK
UP
WALK IN11'6" x 25'0
D21
DN
FIRST FLOOR STAIR PLAN
Scale: 1/4" = 1'-0"17'-5 1/4"9'-10"20'-7 1/2"
BULLETIN BOARD
DN
LATERAL FILE
BOOKSHELFPRINTER
2
2
3'-4 5/8"10'-6 5/8"SECOND FLOOR STAIR PLAN
Scale: 1/4" = 1'-0"37'-3 1/2"17'-11"3'-6"3'-3 1/4"LINE OF BEAM BELOW
5'-2 3/4"9'-2 1/2"3'-6"4 3/4"12'-8"EXISTING FLOOREXPOSED
MASONRY WALL
GWB TO COVER
BEAM @ STAIR
GWB STUD WALL
GUARD
3'-0"7"-TYPICALLANDING
LANDING
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
12'-10 3/4"PROPOSED FLOOR3'-6"GUARDSTAIR SECTION
Scale: 1/4" = 1'-0"2 6'-5 3/8"11 1/8"- TYPICAL
DASHED LINE
INDICATES 1 HOUR
SEPARATION
FLOOR DRAIN
MECHANICAL
ROOM
FEED
TANK
BLOW
DOWN
SEPARATOR
50 HP BOILER
CHILLER
28"x65"
OIL TANK
30x65
WATER
MAIN
600 AMP
ELECTRI
CAL
PANEL
ELECTRICAL
ROOM
BUFF TANK
MECHANICAL ROOM ENLARGED PLAN
Scale: 1/4" = 1'-0"7 9'-11"19'-8 1/2"7'-6 1/2"8'-0" X 8'-0" FRAMED OPENING WITH
REMOVABLE WOOD FRAMED WALL
INFILL TO ACCOMMODATE FUTURE
REMOVAL OF EQUIPMENT
2
MECHANICAL CHASE TO ROOF13'-6 1/2"18'-11 1/2"
9'-0"6'-1 1/2"
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR RENOVATION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
10/24/2018
1 10/24/18 PERMIT SET
ENLARGED
PLANS,
ELEVATIONS,
AND DETAILS
A-400
BULLETIN BOARD
VF
MOPSINK
LAVATORY 201
LAVATORY 202
LAVATORY 203 BOOKSHELFSTORAGECABINETBOOK SHELF
BULLETIN BOARD
UTILITY
CLOSET
BOTTLE
FILLER
SECOND FLOOR BATHROOM/STAFF BREAKROOM PLAN
Scale: 3/8" = 1'-0"1 7'-6"6'-0 1/4"7'-6"7'-6 1/2"6'-0 1/4"
6'-0 1/4"1'-4 3/8"1'-4 3/8"1'-4 1/4"9'-0"13'-2"2 A-400
6'-10"5'-8"2'-9"REFRIGERATOR
1'-6"1'-6"1'-6"MIRROR - PROVIDE
BLOCKING AS REQUIRED
ACCESSIBLE SINK
COVE BASE TILE
WALL TILE
4'-0"MOISTURE RESISTANT GYPSUM
WALL BOARD - PAINTED
8'-0" TYPICALTILE TRIM
203 NORTH ELEVATION
Scale: 3/8" = 1'-0"5 4'-0"4'-0"MOISTURE RESISTANT GYPSUM
WALL BOARD - PAINTED
COVE BASE TILE
WALL TILE
TRASH BIN BY OWNER
DOOR - SEE SCHEDULE
3'-4"TILE TRIM
ELECTRIC HAND DRYER
EQUALEQUAL
203 EAST ELEVATION
Scale: 3/8" = 1'-0"3
42" GRAB BAR - PROVIDE
BLOCKING AS REQUIRED
WATER CLOSET4'-0"MOISTURE RESISTANT GYPSUM
WALL BOARD - PAINTED
COVE BASE TILE
WALL TILE
MOISTURE RESISTANT GYPSUM
WALL BOARD - PAINTED
TILE TRIM
203 SOUTH ELEVATION
Scale: 3/8" = 1'-0"6 4'-0"MOISTURE RESISTANT GYPSUM
WALL BOARD - PAINTED
36" MAX.42" GRAB BAR - PROVIDE
BLOCKING AS REQUIRED
WATER CLOSET COVE BASE TILE
WALL TILE
MIRROR - PROVIDE
BLOCKING AS REQUIRED
TILE TRIM
ACCESSIBLE SINK
40" MAX.203 WEST ELEVATION
Scale: 3/8" = 1'-0"4
NOTE:
LAVATORY 201, 202, AND 203
HAVE SIMILAR ELEVATIONS.
B24
W2436
B30 B24 B24
W2436 W2436
W2418
8'-10"GYPSUM WALL BOARD
SOFFIT - PAINTED
7'-6 3/4"BACKSPLASH - LARGE
FORMAT SUBWAY TILE
COUNTER - SOLID SURFACE
PLASTIC LAMINATE CLAD
WALL CABINETS
PLASTIC LAMINATE CLAD BASE CABINETS3'-0"1'-6"3'-0"SHLUTER TILE EDGE
STAFF KITCHEN ELEVATION
Scale: 3/8" = 1'-0"2
BULLETIN BOARDMYLARDRAWERSMYLARDRAWERSP
O
S
T
FILM
ARCHIVE
WRITER
BULLETIN BOARDTPWTR.TPWTR.
WORK COUNTER ENLARGED PLAN
Scale: 3/8" = 1'-0"7
BLK STR
CABINET
BLK STR
CABINET
SHDR.
SH
D
R
.
SUPPLY CABINET
4'-0 1/4"5'-2 1/2"17'-1 1/8"
2
A-500
2'-1"SIM.
BELOW COUNTER ENLARGED PLAN
Scale: 3/8" = 1'-0"8
LINE OF WALL
LINE OF COUNTER
1 1/4"4 3/8"
7 5/8"
1"1 7/8"
RABBETED MAPLE SILL
1/4" GLAZING SPACER
CLEAR SEALANT
1/4" VISION GLAZING - TEMPERED
JAMB BEYOND
2X4 FRAMING
SEALANT
1/2" PLYWOOD
2X4 FRAMING HEADER
INTERIOR WINDOW HEAD AND SILL DETAIL
Scale: 3" = 1'-0"9 JACK STUDKING STUD1/4" VISION GLAZING - TEMPERED
LINE OF SILL BELOW
RABBETED MAPLE JAMB
1/4" GLAZING SPACER
CLEAR SEALANT
1/2"1"1 7/8"INTERIOR WINDOW JAMB DETAIL
Scale: 3" = 1'-0"10 2'-0"5'-2"2'-6 1/2"
MITER CORNERS OF MAPLE
WINDOW TRIM - BOTH SIDES
OF WINDOW
TOP OF WINDOW TRIM TO ALING
WITH TOP OF DOOR FRAME/TRIM
INTERIOR WINDOW ELEVATION
Scale: 3/8" = 1'-0"11
10
9
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
BATHROOM
ENLARGED
PLANS AND
ELEVATIONS
A-401
MOP
SINK
MEN
WOMEN
7
8
3 4A-401
9
10
5 6A-401
BABY
CHANGING
BABY
CHANGING
FIRST FLOOR BATHROOM PLAN
Scale: 3/8" = 1'-0"1
4'-7"
52" MINIMUM
15'-2 1/2"
20'-8"11'-1 3/4"20'-9 7/8"7'-10"15'-1 1/2"3'-0"1'-0"MIN.52" MINIMUN
1'-6"1'-6"1A
3
2
1A
2
2
1A
MEN NORTH ELEVATION
Scale: 3/8" = 1'-0"10
MOISTURE RESISTANT
5/8" GWB - PAINTED
MIRROR - PROVIDE
BLOCKING AS REQUIRED
PLASTIC LAMINATE COUNTER
WITH DROP-IN SINKS - PROVIDE
BLOCKING AS REQUIRED 42" GRAB BAR - PROVIDE
BLOCKING AS REQUIRED
TOILET PARTITION - PROVIDE
BLOCKIN IN FLOOR AND
CEILING AS REQUIRED
4" VINYL BASE
VINYL FLOORING
BULLNOSE WALL TILE CAP
WALL TILE
COVE WALL TILE BASE
4'-6"
MEN EAST ELEVATION
Scale: 3/8" = 1'-0"68'-0"MOISTURE RESISTANT
5/8" GWB - PAINTED
42" GRAB BAR - PROVIDE
BLOCKING AS REQUIRED
VINYL FLOORING
BULLNOSE
WALL TILE CAP
WALL TILE
COVE WALL
TILE BASE4'-0"MEN SOUTH ELEVATION
Scale: 3/8" = 1'-0"9 8'-0"1'-5"MAX.4'-0"BULLNOSE
WALL TILE CAP
MOISTURE RESISTANT
5/8" GWB - PAINTED
WALL TILE
COVE WALL TILE BASE
ACCESSIBLE URINAL
URINAL SHIELD - TYPICAL
4" VINYL BASE
VINYL FLOORING
ELECTRIC HAND DRYER
TRASHCAN BY OWNER
BABY
CHANGING
EXISTING STEEL
COLUMN - PAINTED
EQUALEQUAL
TOILET PARTITION - PROVIDE
BLOCKING IN FLOOR AND
CEILING AS REQUIRED
MEN WEST ELEVATION
Scale: 3/8" = 1'-0"58'-0"MOISTURE RESISTANT
5/8" GWB - PAINTED
MIRROR - PROVIDE
BLOCKING AS REQUIRED
PLASTIC LAMINATE COUNTER
WITH DROP-IN SINKS - PROVIDE
BLOCKIGN AS REQUIRED
4" VINYL BASE
VINYL FLOORING
WOMEN NORTH ELEVATION
Scale: 3/8" = 1'-0"8 8'-0"MOISTURE RESISTANT
5/8" GWB - PAINTED
42" GRAB BAR - PROVIDE
BLOCKING AS REQUIRED
TOILET PARTITION - PROVIDE
BLOCKING IN FLOOR AND
CEILING AS REQUIRED
VINYL FLOORING
BULLNOSE
WALL TILE CAP
WALL TILE
COVE WALL TILE BASE4'-0"WOMEN EAST ELEVATION
Scale: 3/8" = 1'-0"48'-0"MOISTURE RESISTANT
5/8" GWB - PAINTED
MIRROR - PROVIDE
BLOCKING AS REQUIRED
PLASTIC LAMINATE COUNTER
WITH DROP-IN SINKS - PROVIDE
BLOCKING AS REQUIRED
4" VINYL BASE
VINYL FLOORING
TOILET PARTITION - PROVIDE
BLOCKING IN FLOOR AND
CEILING AS REQUIRED
4'-6"BULLNOSE
WALL TILE CAP
WALL TILE
COVE WALL
TILE BASE
WOMEN SOUTH ELEVATION
Scale: 3/8" = 1'-0"7 8'-0"MOISTURE RESISTANT
5/8" GWB - PAINTED
MIRROR - PROVIDE
BLOCKING AS REQUIRED
PLASTIC LAMINATE COUNTER
WITH DROP-IN SINKS - PROVIDE
BLOCKING AS REQUIRED
4" VINYL BASE
VINYL FLOORING
ELECTRIC HAND DRYER
BABY
CHANGING
TRASHCAN BY OWNER
3'-0"
WOMEN WEST ELEVATION
Scale: 3/8" = 1'-0"38'-0"42" GRAB BAR - PROVIDE
BLOCKING AS REQUIRED
TOILET PARTITION - PROVIDE
BLOCKING IN FLOOR AND
CEILING AS REQUIRED
4" VINYL BASE
VINYL FLOORING
MOISTURE RESISTANT 5/8" GWB - PAINTED
BULLNOSE WALL TILE CAP
WALL TILE
COVE WALL TILE BASE
4'-6"
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR RENOVATION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
10/24/2018
1 10/24/18 PERMIT SET
ENLARGED
PLANS AND
INTERIOR
ELEVATIONS
A-401
MOPSINK
LAVATORY 201
C1
C2
C3
36"H COUNTER
D-217
42"H COU
NT
E
R42"H COU
N
T
E
R
UTILITY
CLOSET
BOTTLE
FILLER
C4
TRANSACTION COUNTER AREA ENLARGED PLAN
Scale: 3/8" = 1'-0"1
2
5
A-401
6
A-401
4
A-401
3
A-401
2'-
4
1/
2
"
4'-
7
1
/
2
"
7'-
0
"11'-8
1/
4
"6'-1"6'-5 3/4"6'-5 3/4"6'-10 1/4"
2
A-500
3A-500
1
A-500
4
A-500
5
A-500
6
A-500
7
A-401
8'-5 3/4"8'-5 1/4"5'-4 7/8"2'-6"11
3/
8
"
5'-
9
3/
4
"
4'-1 1/4"4'-10 3/4"3'-5 1/4"5'-5 1/4"
3'-
2
"
7'-
1
0
1/
8
"
15'-1
0 3/8"9'-
6
"2'-5 3/8"1'-4"HOLD
19'-0 1/2"
6'-
2
1
/
8
"3'-8 3/8"10'-11 3/8"11"5'-10 1/8"
4'-
1
1/
8
"1'-9"TYP.11'-0"STOREFRONT - SEE
WINDOW SCHEDULE
HARDWOOD VENEER
PLYWOOD PRIVACY SCREEN
3/4" HARDWOOD VENEER
PLYWOOD WITH HARDWOOD
EDGING ON (3) SIDES OF PANEL
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
GYPSUM WALL BARD - PAINTED
BASE - SEE SCHEDULE3'-6"WORKSTATION ELEVATION
Scale: 3/8" = 1'-0"2
P
L
A
N
B
O
O
K
H
O
L
D
E
R 1V
F
M
O
PSINK
C1
C2C336
"H
COUNTER2TPWTR.STORAGECABINETD-217
B
O
O
K
S
H
E
L
F
TALL FILES42"H COUNTER
B
U
L
L
E
T
I
N
B
O
A
R
DUTI
L
I
T
YCLOSE
T
C4222A2
8'-6"GYPSUM WALL BOARD
SOFFIT - PAINTED
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
3/4" HARDWOOD VENEER
PLYWOOD WITH HARDWOOD
EDGING ON (3) SIDES OF PANEL
5/4 HARDWOOD CAP ON
PRIVACY SCREEN
HALF WALL BETWEEN
TRANSACTION STATIONS4'-6"3'-6"8'-10"11'-0"OPEN
TRANSACTION COUNTERS FRONT ELEVATION - PUBLIC
Scale: 3/8" = 1'-0"5
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
3/4" HARDWOOD VENEER
PLYWOOD WITH HARDWOOD
EDGING ON (3) SIDES OF PANEL
HALF WALL BETWEEN
TRANSACTION STATIONS 8'-10"OPEN
TRANSACTION COUNTERS BACK ELEVATION - OFFICE
Scale: 3/8" = 1'-0"6 8'-10"OPEN
ACCESSIBLE TRANSACTION COUNTER - OFFICE
Scale: 3/8" = 1'-0"4
BACK ELEVATION 8'-10"3'-0"3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
3/4" HARDWOOD VENEER
PLYWOOD WITH HARDWOOD
EDGING ON (3) SIDES OF PANEL
5/4 HARDWOOD CAP ON
PRIVACY SCREEN
OPEN
ACCESSIBLE TRANSACTION COUNTER - PUBLIC
Scale: 3/8" = 1'-0"3
FRONT ELEVATION
1X HARDWOOD EDGING -
FLUSH WITH TOP OF COUNTER
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
6" RUBBER BASE - BOTH SIDES
FINISH FLOOR - SEE SCHEDULE 4'-6"2X4 FRAMING 16"
ON CENTER
5/8" GYPSUM WALL BOARD
BOTH SIDES - PAINTED
2'-1"
5/4 HARDWOOD CAP
5/8" GYPSUM WALL
BOARD - PAINTED
2X4 LEDGER
3/4"
WIRE GROMMET
HALF WALL SECTION DETAIL
Scale: 1 1/2" = 1'-0"7
1
2
3
4
5
6
7
8
SECTION AT STEPS
Scale: 1/2" = 1'-0"5
10" DIA HELICAL PILE
WOOD STRINGERS
1-1/4 ROUND TUBE
1/4" DIAMOND PLATE TREADS, COLD FORMED
1-1/4 SQUARE TUBE
1" X 3/8" BAR
1/4" GALVANIZED DIAMOND PLATE DECK
9A-402
9
A-40210
A-402
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
ENLARGED
RAMP AND
BRIDGE
A-402
RAMP LOWER LANDING
98'-6 1/8"
12
1
1
2
3
4
5
6
7
8
LEVEL 2 FINISHED FLOOR
101'-3 1/8"
BOTTOM OF STEP LANDING @ GRADE
96'-2 3/4"
RAMP TOP LANDING
101'-0 1/8"
SIDEWALK WITH 12"
HONCH AT RAMP END
1/2" PLATE AT BASE OF RAMP, SPANS
FRAMING TO SIDEWALK
GALVANIZED STEEL GUARD
1/4" PLATE AT BASE OF RAMP, SPANS
FRAMING TO SIDEWALK
RAMP & STAIR @ 2ND FLOOR ENTRY - SECTION
Scale: 1/4" = 1'-0"4
19'-11 1/2"9'-0 1/2"4'-10 1/2"1'-7 1/2"9'-10"
8'-2"
5
A-402
6
A-402
FF
1
2
3
4
5
6
7
8
H
ENTRY RAMP ELEVATION
Scale: 1/4" = 1'-0"2
8
A-402
eppnrfncebackfaceface endback endfacebackbackfacecl arborcl arborepepbottom of block @bldg96.2398.1997.9596.1596.9797.9498.5998.5798.4698.3998.1297.8897.2196.91102.10150315131520152115221523152815291530153115331534162216231626ep1205
UP
UP
WOOD BENCHBOOKSHELFBOOKCASE42"H COUNTER
LEVEL 2 ENTRY RAMP
Scale: 1/4" = 1'-0"1
9'-0"30'-0"12'-0"5'-0"7'-7"7'-1"CONCRETE
SIDEWALK
PAD
CONCRETE
SIDEWALK
PAD
GALVANIZED
DIAMOND
PLATE
DECKING
1'-0"
2'-3"7"2'-9 1/4"3'-6"2'-8 3/4"3'-6 3/4"
EAST FACADE
LINE OF STONE RETAINING WALL BELOW
LINE OF NEW
METAL FENCE,
BY OTHERS
HATCHED LINE INDICATES SEAM IN
DIAMOND PLATE PANELS LINE OF STONE
RETAINING WALL BELOW
LINE OF NEW METAL
FENCE, BY OTHERS 9'-2"3'-1"
TROWELED E.J.
± 60" O.C.
7'-0 3/8"
2A-400
4A-4024A-402
7
A-402
7
A-402
CROSS SECTION AT RAMP
Scale: 1" = 1'-0"7
GRADE
HELICAL PILE
5/4 MAHOGANY DECKING
(2) PT STRUT SKIRT
FRAME, 24" O.C.
PT 2X4 KICKER 36" O.C.
PT DOUBLE 2X10
PT 2X10 JOISTS
PT BLOCKING
PT NAILER
1/4" DIAMOND PLATE
GUARD
1'-6"2'-10"8 3/4"1"9"11 3/4"3'-6"POWER HEAD WOOD
2.5" SELF TAPPING
STAIR TREAD SECTION
Scale: 3" = 1'-0"10
7
3
°3 5/8"1 1/8"
1'-0 5/8"
1/4"
Ø1"
Ø1"5"1 1/4"STEEL DECK
PT FRAMING
TYPICAL TREAD
PT STRINGER
POWER HEAD
WOOD 2.5" SELF
TAPPING
RAMP @ SIDEWALK
Scale: 1" = 1'-0"6
CONCRETE SIDE WALK PAD
LINE OF GRADE
12" HONCH @ RAMP BASE
6" COMPACTED GRAVEL BASE
1/2" DIAMOND PLATE RAMP SECTION
FORM SIDEWALK TO RECEIVE RAMP
CORE SIDEWALK TO RECEIVE POST
UNDISTURBED
SOIL
2'-6"1/2"1'-0"6"±12" O.C.2X1024'-8"
8'-11"7'-0"EQ. EQ. EQ. EQ.
±16" O.C.2X10
HELICAL PILE
BELOW, TYPICAL
1/2" THROUGH BOLT
LEDGER TO WALLPITCH FRAMING AWAY
FROM WALL 1/8":12' 0"STRINGERS ±12" O.C.2X127'-9"5'-0"DASHED LINE INDICATES
EXTENT OF WOOD SKIRT, SEE DRAWING 7 THIS PAGE
ENTRY RAMP FRAMING PLAN
Scale: 1/4" = 1'-0"3
ENLARGED ELEVATION @ GUARD
Scale: 1 1/2" = 1'-0"8
1/2" X 1" BAR
1/2" X 1 - 1/2" BAR
1 - 1/2" X 1 - 1/2" BAR
3 1/4" - TYP.
PREDRILL FOR 3" SDS SCREWS
2 3/4"2 3/4"1 3/8"1 1/2"DIAMOND PLATE
HAND RAIL BEYOND
STEP RAIL SECTION
Scale: 2" = 1'-0"9
STRINGER
SKIRT FRAME,
RAILING SUPPORT
DIAMOND PLATE
TREADS, COLD
FORMED
DIAMOND PLATE
RAILING & GUARD
BASE, COLD
FORMED
GUARD
SKIRT
RAIL
GUARD TOP BAR
5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
DETAILS
A-500
FINISH FLOOR - SEE FINISH SCHEDULE
3/4" T&G SUBFLOOR
2X4 SLEEPERS ON FLATS,
16" O.C., SHIM AS REQUIRED
TO LEVEL FLOOR
1-1/2" SOUND ATTENUATING BATT INSUL
1/2" HOMASOTE 440 SOUNDBARRIER
VAPOR BARRIER
EXISTING FINISHED FLOOR
EXISTING SUBFLOOR
EXISTING FRAMING
EXISTING 3/4" PLASTER & LATH
EXISTING FINISHED FLOOR
EXISTING SUBFLOOR
EXISTING FRAMING
EXISTING 3/4" PLASTER & LATH9 1/2"1 1/2"7 1/4"3/4"1'-0 3/4"1 1/2"7 1/4"3/4"3 1/4"PLASTER REPAIR GENERAL NOTES:
USE READY-MIX BASE-COAT PLASTER FOR PATCHING, ESPECIALLY WHERE HOLES UP TO 2"
DIAMETER NEED TO BE FILLED.
FOR SURFACE REPAIRS USE A "HIGH GAUGE" LIME PUTTY (50 PERCENT LIME; 50 PERCENT
GAUGING PLASTER)
FINE CRACKS CAN BE FILLED WITH AN ALL-PURPOSE DRYWALL JOINT COMPOUND. FOR
BRIDGING LARGER CRACKS USE FIBERGLASS TAPE AND A "QUICKSETTING" JOINT
COMPOUND WITH A FAST DRYING TIME—60, 90, OR 120 MINUTES. QUICK-SETTING JOINT
COMPOUND DRIES BECAUSE OF A CHEMICAL REACTION, NOT BECAUSE OF WATER
EVAPORATION. ALL-PURPOSE POINT COMPOUND SHOULD BE USED AS THE FINAL COAT
PRIOR TO SANDING.
WHEN USING A LIME FINISH COAT FOR ANY REPAIR, WAIT LONGER TO PAINT, OR USE AN
ALKALINE-RESISTANT PRIMER.
REPLASTERING OVER NEW METAL LATH
GALVANIZED METAL LATH IS THE MOST RELIABLE IN TERMS OF LONGEVITY, STABILITY, AND
PROPER KEYING. WHEN LATHING OVER OPEN JOISTS, COVER THE JOISTS WITH KRAFT
PAPER OR A POLYETHYLENE VAPOR BARRIER. THREE COATS OF WET PLASTER ARE APPLIED
CONSECUTIVELY TO FORM A SOLID, MONOLITHIC UNIT WITH THE LATH. THE SCRATCH COAT
KEYS INTO THE METAL LATH; THE SECOND, OR BROWN, COAT BONDS TO THE SCRATCH COAT
AND BUILDS THE THICKNESS; THE THIRD, OR FINISH COAT, CONSISTS OF LIME PUTTY AND
GAUGING PLASTER.
SEE DRAWING # 2 THIS PAGE FOR FLOOR TYPICAL FLOORING ASSEMBLY
VAPOR BARRIER
NEW SUBFLOOR
RIP NEW FRAMING TO
MATCH HEIGHT OF
SUBFLOOR & CEILING
1'-0 3/4"9"1/2"3 1/4"V.I.F.8 1/4"CEILING MEMBRANE FOR 1 HOUR FIRE RESISTANCE - IBC 2015 TABLE 721.1 (3)1/2" TYPE X GWB
NAILED TO JOISTS W/ 5D COOLER OR WALLBOARD NAILS AT 6" O.C.
END JOINTS OF GWB CENTERED ON JOISTS
MASS LOADED VINYL, 1/16", LAP &
TAPE SEAMS
PROPOSED 2ND FLOOR DECK ASSEMBLY
Scale: 3" = 1'-0"2
EXISTING 2ND FLOOR DECK ASSEMBLY
Scale: 3" = 1'-0"1
PROPOSED 2ND FLOOR DECK ASSEMBLY @ INFILL
Scale: 3" = 1'-0"3
5 1/2"EXISTING RISERSWALL BEYOND
REMOVE EXISTING STAIR
NOSINGS - TYPICAL BOTH STEPS
EXISTING CONCRETE STAIR
TO REMAIN
5 3/4"BREWERY ROOM STAIR DEMOLITION DETAIL
Scale: 1 1/2" = 1'-0"4
NEW CONCRETE FLOOR
SLOPED TO DRAIN POURED
OVER EXISTING SLAB
NEW WOODEN RAMP, ALIGN
TOP TO FINISH FLOOR
TRANSITION
STRIP
3'-7 1/2"5 1/2"12
1.5
BREWERY ROOM RAMP
Scale: 1 1/2" = 1'-0"5
SECTION DETAIL AT GABLE ROOF TO FLAT ROOF CONNECTION
Scale: 1 1/2" = 1'-0"6
CLOSED CELL SPRAYFOAM
INSUL MIN R30
LAP SPRAYFOAM INSUL MIN
12" BEYOND TOP FACE OF
ROOFING MEMBRANE
1/2" GWB INSULATION DAM
CRIPPLE WALL & BLOCKING PER STRUCTURAL
INTUMESCENT COATING TO
PROTECT FROM FLASH
FLOOR DECK PER
STRUCTURAL
FILL CAVITY WITH BATT
INSULATOIN (2) 1/2" GWB
(2) 1/2" GWB
TRIM BACK RAFTER TAILS TO
ALLOW FOR CONTINUOUS
GWB SHEATHING
MIN R30 SPRAYFOAM INSUL
ROOF SHEATHING
ROOF INSULATION
ROOF MEMBRANE
FRAMING
BLOCKING
6" maxAIR SPACE
STRAPPING
1/2" GWB
EXISTING BRICK WALL
5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR RENOVATION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
10/24/2018
1 10/24/18 PERMIT SET
MILLWORK
SECTIONS AND
DETAILS
A-500
6" RUBBER BASE - BOTH SIDES
1X HARDWOOD EDGING - FLUSH
WITH TOP OF COUNTER
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
6"6"FINISH FLOOR - SEE SCHEDULE2'-10 1/2"3'-6"1 1/2"
1'-6 3/8"
2X4 FRAMING 16" ON CENTER
3/4" PLYWOOD
3/4" HARDWOOD VENEER
PLYWOOD WITH HARDWOOD
EDGING ON (3) SIDES OF PANEL
5/8" GYPSUM WALL
BOARD - PAINTED
5/4 HARDWOOD CAP
1'-0"3/4" HARDWOOD VENEER PLYWOOD
2'-6"
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
5/4 HARDWOOD CAP
3/4" HARDWOOD VENEER PLYWOOD -
PLYWOOD TO RETURN AROUND
SHORT SIDE OF PRIVACY SCREEN
2X4 FRAMING 16" ON CENTER
6 3/4"1'-6 1/2"
3/4"
6 1/4"8 3/4"1/2" HARDWOOD VENEER PLYWOOD ON
OFFICE SIDE OF TRANSACTION COUNTER
4'-6"PRIVACY SCREEN SECTION
HARDWOOD CAP BEYOND
WOOD STUD AND GYPSUM WALL BARD HALF WALL BEYOND1'-0"HARDWOOD VENEER PLYWOOD
SUPPORT LEG - 1/2" PLYWOOD
CORE WITH 3/4" HARDWOOD
VENEER PLYWOOD EACH SIDE
AND HARDWOOD EDGING
5/8" GYPSUM WALLBOARD - PAINTED
5'-8"8 3/4"TRANSACTION COUNTER SECTION
Scale: 1 1/2" = 1'-0"1
2X4 FRAMING 16" ON CENTER
3/4" PLYWOOD
5/8" GYPSUM WALLBOARD - PAINTED
6" RUBBER BASE - BOTH SIDES
3/4" HARDWOOD VENEER
PLYWOOD WITH HARDWOOD
EDGING ON (3) SIDES OF PANEL
1X HARDWOOD EDGING - FLUSH
WITH TOP OF COUNTER
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
6"6"2'-4 1/2"3'-0"FINISH FLOOR - SEE SCHEDULE 6" RUBBER BASE
1X HARDWOOD EDGING
HARDWOOD VENEER PLYWOOD
SUPPORT LEG - 1/2" PLYWOOD
CORE WITH 3/4" HARDWOOD
VENEER PLYWOOD EACH SIDE
5 5/8"
2'-6"
WALL BEYOND
8"
METAL SUPPORT BRACKET
1'-6 3/8"
ACCESSIBLE TRANSACTION COUNTER SECTION
Scale: 1 1/2" = 1'-0"4
1X HARDWOOD EDGING - FLUSH
WITH TOP OF COUNTER
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
1X HARDWOOD EDGING
HARDWOOD VENEER PLYWOOD
SUPPORT LEG - 1/2" PLYWOOD
CORE WITH 3/4" HARDWOOD
VENEER PLYWOOD EACH SIDE
6"
2X6 BLOCKING
AS REQUIRED
2'-8"
1 1/2"3"1x4 HARDWOOD BASE
FINISH FLOOR - SEE SCHEDULE
3 1/2"FACE OF EXISTING
BRICK WALL
3'-6"3X3 CONTINUOUS
STEEL ANGLE
3/4" HARDWOOD VENEER
PLYWOOD PRIVACY PANEL -
SEE INTERIOR ELEVATION
FOR LENGTH
COMPUTER WORKSTATION SECTION
Scale: 1 1/2" = 1'-0"2
1X HARDWOOD EDGING - FLUSH
WITH TOP OF COUNTER
1X FRAMING
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
1X HARDWOOD EDGING
6"6"6"3/4"
1x4 HARDWOOD BASE
FINISH FLOOR - SEE SCHEDULE
3/4" HARDWOOD VENEER
PLYWOOD PRIVACY PANEL -
SEE INTERIOR ELEVATION
FOR LENGTH10"3"3"JAMB BEYOND
1X HARDWOOD EDGING
1'-9"FACE OF STOREFRONT
3/4"3'-6"3/4"3X3 CONTINUOUS
STEEL ANGLE - SPANS
WINDOW OPENING
HARDWOOD VENEER PLYWOOD
SUPPORT LEG - 1/2" PLYWOOD
CORE WITH 3/4" HARDWOOD
VENEER PLYWOOD EACH SIDE
2'-8"
COMPUTER WORKSTATION AT WINDOW SECTION
Scale: 1 1/2" = 1'-0"3
3'-0"6"1X HARDWOOD EDGING - FLUSH
WITH TOP OF COUNTER
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
1X HARDWOOD EDGING
HARDWOOD VENEER PLYWOOD
SUPPORT LEG - 1/2" PLYWOOD
CORE WITH 3/4" HARDWOOD
VENEER PLYWOOD EACH SIDE
FINISH FLOOR - SEE SCHEDULE
2X6 BLOCKING
AS REQUIRED
2X4 LEDGER
6" RUBBER BASE
1 1/2"
ACCESSIBLE TRANSACTION COUNTER AT WALL SECTION
Scale: 1 1/2" = 1'-0"5
2X4 FRAMING 16" ON CENTER
3/4" PLYWOOD
5/8" GYPSUM WALL
BOARD - PAINTED
6" RUBBER BASE - BOTH SIDES
3/4" HARDWOOD VENEER
PLYWOOD WITH HARDWOOD
EDGING ON (3) SIDES OF PANEL
1X HARDWOOD EDGING - FLUSH
WITH TOP OF COUNTER
3/4" PLYWOOD COUNTER WITH
PLASTIC LAMINATE FINISH
6"6"1'-4 3/8"2'-4 1/2"3'-0"FINISH FLOOR - SEE SCHEDULE
2'-4"
5 5/8"
2X4 LEDGER FASTENED
TO STUD WALL
ACCESSIBLE TRANSACTION COUNTER WALL LEDGER
Scale: 1 1/2" = 1'-0"6
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
ROOF DETAILS
A-502
3'-9 7/8"3'-9 7/8"3'-9 7/8"
GUTTER - SEE DETAIL
ENTRANCE CANOPY
VERTICAL REVEAL
EQUALLY SPACED
3/4" MDO PANEL - PAINTED
SEE ELEVATION FOR
REVEAL LOCATIONS
11'-5 1/2"
LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE
EQUAL, TYPICALEQUAL, TYPICAL
ENTRANCE CANOPY ELEVATION
Scale: 1" = 1'-0"1
BREAK METAL RETURNS
ON SIDE OF OVERHANG114°114°SIDE ELEVATION
ENTRANCE CANOPY SIDE ELEVATION
Scale: 1" = 1'-0"2
VAPOR CONTROL BARRIER
2 LAYERS OF 2 1/2" RIGID INSULATION
1/4" PROTECTION BOARD
ROOFING MEMBRANE
EXISTING MASONRY WALL
ALUMINUM GUTTER
6"5"3/4" MDO BAORD PAINTED PANEL -
SEE DETAIL FOR SEAM CONDITION
2X LADDER FRAMING
BREAK METAL FASCIA WITH
DRIP EDGE - PAINTED
WOOD NAILER AND
BLOCKING AS REQUIRED
3/4" PAINTED MDO BOARD
ROOF SHEATHING - SEE
STRUCTURAL DRAWINGS
CLOSED CELL FOAM INSULATION
EXISTING ROOF STRUCTURE
2X BLOCKING AS REQUIRED
EXTERIOR SEALANT
2 3/4"
DRIP EDGE - FINISH TO MATCH
VERTICAL REVEALS2"DOWNSPOUT9"TYPICAL ROOF SOFFIT DETAIL
Scale: 1" = 1'-0"7
ROOF SHEATHING - SEE
STRUCTURAL DRAWINGS
VAPOR CONTROL BARRIER
2 LAYERS OF 2 1/2" RIGID INSULATION
1/4" PROTECTION BOARD
ROOFING MEMBRANE
CANT STRIP
EXISTING ROOF STRUCTURE
CURB CAP FLASHING
MECHANICAL CURB
Scale: 1" = 1'-0"6
3/4" MDO BAORD - PAINTED
EXISTING WALL CONSTRUCTION
EXTRUDED ALUMINUM
VERTICAL REVEAL TRIM
1/2"3/4"FRIEZE REVEAL DETAIL
Scale: Actual Size4
VAPOR CONTROL BARRIER
2 LAYERS OF 2 1/2" RIGID INSULATION
1/4" PROTECTION BOARD
ROOFING MEMBRANE
EXISTING MASONRY WALL
ALUMINUM GUTTER5"3/4" MDO BAORD PAINTED PANEL -
SEE DETAIL FOR SEAM CONDITION
2X LADDER FRAMING
BREAK METAL FASCIA WITH
DRIP EDGE - PAINTED
WOOD NAILER AND
BLOCKING AS REQUIRED
3/4" PAINTED MDO BOARD
ROOF SHEATHING - SEE
STRUCTURAL DRAWINGS
CLOSED CELL FOAM INSULATION
EXISTING ROOF STRUCTURE
2X BLOCKING AS REQUIRED
EXTERIOR SEALANT
DRIP EDGE - FINISH TO MATCH
VERTICAL REVEALS2"FACE OF WALL BELOW
OVERHANG TAPERS BACK TO FACE
OF BUILDING - SEE ROOF PLAN
ROOFING MATERIAL
GUTTER
1'-6"
LARGE ROOF SOFFIT DETAIL
Scale: 1" = 1'-0"5
LARGE ROOF SOFFIT DETAIL
Scale: 1" = 1'-0"10 5"EXISTING MASONRY WALL
2X BLOCKING AS REQUIRED
DRIP EDGE - FINISH TO
MATCH VERTICAL REVEALS
3/4" PAINTED MDO BOARD
BREAK METAL FASCIA WITH
DRIP EDGE - PAINTED
WOOD NAILER AND
BLOCKING AS REQUIRED
BLOCKING AS REQUIRED
2X FRAMING FASTENED TO EXITING
ROOF STRUCTURE - ANGLE SAME AS
SHALLOW OVERHANG
2'-5 7/8"8 1/8"SECTEION
ENTRANCE CANOPY SECTION
Scale: 1" = 1'-0"3
5"EXISTING MASONRY WALL
AREA OF MASONRY WALL
TO BE REBUILT - SEE
STRUCTURAL DRAWINGS
CONCRETE BOND BEAM - SEE
STRUCTURAL DRAWINGS
5/4 X 12 BORAL TRIM
BOARD - PAINTED
1 X 6 BORAL TRIM BOARD - PAINTED
BREAK METAL COPING CAP -
SLOPE TO DRAIN ROOF SIDE
1'-4"VAPOR CONTROL BARRIER
2 LAYERS OF 2 1/2" RIGID INSULATION
1/4" PROTECTION BOARD
ROOFING MEMBRANE
ROOF SHEATHING - SEE
STRUCTURAL DRAWINGS
EXISTING ROOF STRUCTURE
CANT STRIP(3) 2X6 PRESSURETREATED WOOD NAILER
2X SLOPED BLOCKING
CLOSED CELL SPRAY FOAM
PARAPET DETAIL
Scale: 1" = 1'-0"8
2X8 PRESSURE TREATED
SUB-FASCIA - SEE
STRUCTURAL DRAWINGS
REBUILD MASONRY CORBEL
RAKE TO MATCH EXISTING - SEE
STRUCTURAL DRAWINGS
1X8 BORAL TRIM BOARD - PAINTED
DRIP EDGE
RAKE DETAIL
Scale: 1" = 1'-0"9
5
NOTE:
ROOF REPAIR UNDER SEPERATE PERMIT
5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
WINDOW
AND DOOR
SCHEDULES
A-600~5'-8"V.I.F.~3'-6"
V.I.F.
A 3'-7"V.I.F.5'-3"
V.I.F.VARIESV.I.F.VARIES
V.I.F.5'-8"V.I.F.1'-7"
V.I.F.
B C E F6'-0"3'-6"
G8'-6 1/2" V.I.F.8'-2"
V.I.F.
8'-3"
VERIFY IN FIELD
11'-0"3'-0"4'-11"2'-3"5'-5 1/2"2'-2"
H
TEMPERED
WINDOW ELEVATIONS
Scale: 1/4" = 1'-0"3
Window Schedule
Openings Window Data
Mark Sash Operation RO Width RO Height Elevation Mfr Model No.Comments
01 Fixed Glass 5'3"4'0"C PARADIGM
02 Double Hung 3'6"5'8"A PARADIGM
03 Double Hung 3'6"5'8"A PARADIGM
04 Custom 3'6"5'8"A PARADIGM
05 Double Hung 3'3"5'8"A PARADIGM
06 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
07 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
08 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
09 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
10 Double Hung 3'3"5'8"A PARADIGM
11 Double Hung 3'3"5'8"A PARADIGM
12 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
13 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
14 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
15 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
16 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
17 Double Hung 1'7"5'8"B PARADIGM AND REUSED IN NEW OPENING
EXISTING STONE SILL TO BE SALVAGED
18 Double Hung 3'3"5'8"A PARADIGM
19 Double Hung 3'6"5'8"
21 Double Hung 3'6"5'8"
29 Fixed Glass 2'6"4'0"D PARADIGM
30 Fixed Glass 2'6"4'0"D PARADIGM
L01 Custom 2'7"4'0"E LOUVER
L02 Custom 2'7"4'0"E LOUVER
L03 Custom 2'7"4'0"E LOUVER
SF02 Fixed Glass 5'0"7'9"D KAWNEER STOREFRONT
SF03 Fixed Glass 3'4 3/4"8'3"D KAWNEER STOREFRONT
SF05 Custom ---7'11"KAWNEER STOREFRONT
NOTE:
CONTRACTOR TO CONFIRM WINDOW & DOOR
OPENINGS IN THE FIELD, NOTIFY OWNER & ARCHITECT
OF ANY DISCREPANCIES
Door Schedule Level One
Nominal Size Door Style Door Data
Mark WidthHeightThicknessElevationDoor Operation Slab Style Mfr Model No.Comments
11 2'8"7'0"1 3/4"A Swing Simple Solid Ives Pull w/ Plate or eq.
12 9'0"10'0"1 3/4"D Overhead Solid
13 2'8"6'8"1 3/4"C Swing Simple Solid
14 3'0"6'8"1 3/4"Swing Simple Solid Ives Pull w/ Plate or eq.
15 3'0"6'8"1 3/4"Swing Simple Solid
16 3'0"6'8"1 3/4"Swing Simple Solid
17 3'0"7'0"1 3/4"A Swing Simple Solid Ives Pull w/ Plate or eq.
18 3'0"7'0"1 3/4"A Swing Simple Solid Ives Pull w/ Plate or eq.
19 3'0"7'0"1 3/4"A Swing Simple Solid Ives Pull w/ Plate or eq.
20 2'6"7'0"1 3/4"Swing Simple Solid
21 2'8"5'7"1 3/4"A Swing Simple Solid
22 3'0"7'0"1 3/4"A Swing Simple Solid Ives Pull w/ Plate or eq.
23 3'0"6'8"1 3/4"A Swing Simple Solid Ives Pull w/ Plate or eq.
24 3'0"7'0"1 3/4"A Swing Simple Solid Ives Pull w/ Plate or eq.
25 3'0"7'0"1 3/4"A Swing Simple Solid Ives Pull w/ Plate or eq.
SF01 6'10 1/2"6'10"1 3/4"E Swing Bi-part Glass KAWNEER Ives Pull w/ Plate or eq.STOREFRONT
FLOOR LINE
INTERIOR JOINT SEALANT
DOUBLE 2X6 SILL PLATE
BASE
PLAN
5/8" GYPSUM BOARD
2X6 FRAMING
BATT SOUND INSULATION
HEAD
2X6 FRAMING
INTERIOR JOINT SEALANT
WALL TYPE: 1
WALL TYPE: 1A MOISTURE RESISTANT GYPSUM WALL BOARD
ON BATHROOM/MOP SINK SIDE
FLOOR LINE
INTERIOR JOINT SEALANT
DOUBLE 2X4 SILL PLATE
BASE
PLAN
5/8" GYPSUM BOARD
2X4 FRAMING
BATT SOUND INSULATION
HEAD
2X4 FRAMING
INTERIOR JOINT SEALANT
WALL TYPE: 2
FLOOR LINE
DOUBLE 2X4 SILL PLATE
BASE
PLAN 5/8" MOISTURE RESISTANT
GYPSUM BOARD
2X4 FRAMING
BATT SOUND INSULATION
HEAD
2X4 FRAMING
INTERIOR JOINT SEALANT
WALL TYPE: 3
INTERIOR JOINT SEALANT
DOUBLE 2X4 SILL PLATE
5/8" MOISTURE RESISTANT
GYPSUM BOARD
2X4 FRAMING
BATT SOUND INSULATION
2X4 FRAMING
INTERIOR JOINT SEALANT
WALL TILE - SEE
FINISH SCHEDULE
1/2" TILE BACKER BOARD
WALL TYPE: 2A MOISTURE RESISTANT GYPSUM WALL BOARD
ON BATHROOM/MOP SINK SIDE
PARTITION TYPES
Scale: 1 1/2" = 1'-0"1 9'-9"8'-9 3/4"
AVARIES - SEE SCHEDULEVARIES
B C D
DOOR ELEVATIONS
Scale: 1/4" = 1'-0"2 8'-1 1/2"7'-4 1/2"8'-1 3/4"E
STOREFRONT ELEVATIONS
Scale: 1/4" = 1'-0"4
5
DVARIESV.I.F.VARIES
V.I.F.7'-2"G
TEMPERED 8'-2"3'-8"
J
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR RENOVATION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
10/24/2018
1 10/24/18 PERMIT SET
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR RENOVATION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
10/24/2018
1 10/24/18 PERMIT SET
WINDOW
AND DOOR
SCHEDULES
A-600
INTERIOR JOINT SEALANT
BATT SOUND INSULATION
INTERIOR JOINT SEALANT
FLOOR LINE
INTERIOR JOINT SEALANT
DOUBLE 2X4 SILL PLATE
BASE
PLAN
5/8" GYPSUM BOARD
2X4 FRAMING
BATT SOUND INSULATION
HEAD
2X4 FRAMING
INTERIOR JOINT SEALANT
WALL TYPE: 2
WALL TYPE: 2A MOISTURE RESISTANT GYPSUM WALL BOARD
ON BATHROOM/MOP SINK SIDE
PARTITION TYPES
Scale: 1 1/2" = 1'-0"1
AVARIES - SEE SCHEDULEVARIES
DOOR ELEVATIONS
Scale: 1/4" = 1'-0"2 7'-2"6'-4"
TEMPERED
H
3'-0"2'-6"FLOOR LINE
BASE
PLAN
HEAD INTERIOR JOINT SEALANT
WALL TYPE: 4
2 HOUR SHAFT WALL ULU415 SYSTEM B
(2) 1/2" GYPSUM BOARD
1" GYPSUM BOARD
4" "CH" STUDS
STEEL TRACK
STEEL TRACK
UNDERSIDE OF ROOF DECK
CONTINUE SHAFT LINER
TO TOP OF ROOFING CURB
CONTINUE SHAFT WALL LINER
TO CEILING BELOW, MUD AND
TAPE INTO DIAPHRAGM
Door Schedule Level 2
Nominal Size Door Style Door Data
Mark WidthHeightThicknessElevationDoor Operation Slab Style Mfr Model No.Accessories Comments
201 3'0"7'0"1 3/4"A Swing Simple Solid
202 3'0"7'0"1 3/4"A Swing Simple Solid
203 3'6"7'0"1 3/4"A Swing Simple Solid
204 3'0"7'0"1 3/4"A Swing Simple Solid
205 2'0"7'0"1 3/4"A Swing Simple Solid
206 3'0"7'0"1 3/4"A Swing Simple Solid
207 3'0"7'0"1 3/4"A Swing Simple Solid
208 3'0"7'0"1 3/4"A Swing Simple Solid
209 2'6"7'0"1 3/4"A Swing Simple Solid
210 3'0"7'0"1 3/4"A Swing Simple Solid
211 3'0"7'0"1 3/4"A Swing Simple Solid
212 3'0"7'0"1 3/4"A Swing Simple Solid
213 2'8"7'0"1 3/4"A Swing Simple Solid
214 3'0"7'0"1 3/4"A Swing Simple Solid
215 3'0"7'0"1 3/4"A Swing Simple Solid
216 3'0"7'0"1 3/4"A Swing Simple Solid
217 3'0"7'0"1 3/4"A Swing Simple Solid
218 3'0"7'0"1 3/4"A Swing Simple Solid
SF06 3'0"7'0"1 3/4"H Swing Simple Solid KAWNEER STOREFRONT
SF07 3'4"8'0"1 3/4"J Swing Simple Solid KAWNEER STOREFRONT
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
WINDOW AND
STOREFRONT
DETAILS
A-601
PVC SILL
PARADIGM DOUBLE
HUNG WINDOW SKU: NC8300-DH S WITH
STANDARD 908
CASING 9 1/4" V.I.F.3/4"
PRESSURE TREATED
BLOCKING AS
REQUIRED
1X10 FINISH TRIM -
VERIFY SIZE
REQUIRED IN FIELD
TO CONCEAL
BLOCKING AND
EXISTING SILL
CAVITY
INTERIOR SEALANT
5/4 HARDWOOD SILL
PRESSURE
TREATED 2X
FRAMING
3/4" PLYWOOD
SELF ADHEARING
FLASHING
EXISTING STONE SILL
EXISTING MASONRY WALL
WOOD TRIM BEYOND
TYPICAL FIRST FLOOR WINDOW HEAD AND SILL DETAILS
Scale: 3" = 1'-0"1
1X4 FINISH TRIM -
PAINTED
5/8" GWB - PAINTED
3/8" MORTAR BED
1/2" PVC BEADBOARD WITH VERTICAL ORIENTATION - PAINTED
1/2" VERTICAL STRAPPING
16" ON CENTER
WEATHER BARRIER
3/4" PRESSURE TREATED
PLYWOOD SHEATHING
CLOSED CELL SPRAY FOAM
INSULATION TO ACHEIVE MINIMUM
R-VALUE OF XX
8/4X6 PVC TRIM
SELF ADHERING FLASHING
2X6 PRESSURE TREATED DOUBLE
SILL PLATE FASTENED TO MASONRY
SILL WITH ANCHOR BOLT
FLASHING
SELF ADHERING FLASHING
SILL TO ALIGN WITH ADJACENT
VERIFY IN FIELD
2X6 DOUBLE TOP PLATE
SELF ADHERING
FLASHING
5/4 HARDWOOD SILL
3/4"
INTERIOR SEALANT
MASONRY JAMB TO BE REPAIRED AS
REQUIRED, CLEANED, AND PAINTED
EXTERIOR SEALANT AND BACKER
ROD - WEEPS 12" ON CENTER
SHIM AS REQUIRED
FLASHING
CONTINUOUS BEAD OF SEALANT
PRESSURE TREATED BLOCKING
6" CMU SILL - FILLED
SOLID
6 5/8"
5/4 RABBETED PVC TRIM - PAINTED
PVC TRIM BEYOND
3/4" PLYWOOD
2X6 STUDS
2X6 DOUBLE TOP PLATE
2X6 DOUBLE SILL PLATE
5/8"EXISTING SLAB 2 1/2"2"
EXISTING GRADE
PEARL STREET OPENING DETAILS
Scale: 3" = 1'-0"3
EXISTING MASONRY WALL
MASONRY UNIT INFILL - UNIT SIZE AND
COURSING TO MATCH ADJACENT
STEEL LINTEL - SEE STRUCTURAL
DRAWINGS FOR SIZING AND DETAILS
9 3/4" V.I.F.FLASHING
INTERIOR SEALANT
EXTERIOR SEALANT AND
BACKER ROD
BASIS OF DESIGN: KAWNEER TRIFAB
VG 451 BACK SET - BLACK FRAMES
SHIM AS REQUIRED
MASONRY JAMB TO BE
REPAIRED AS
REQUIRED, CLEANED,
AND LEFT EXPOSED
EXTERIORINTERIOR
8'-3"
VERIFY IN FIELD
2"5"
SILL TO ALIGN WITH ADJACENT
VERIFY IN FIELD
SELF ADHERING FLASHING
5/4 HARDWOOD SILL
INTERIOR SEALANT
MASONRY JAMB TO BE
REPAIRED AS REQUIRED,
CLEANED, AND PAINTED
SHIM AS REQUIRED
6 5/8"
4/4 PVC TRIM BOARD - PAINTED
1/2" VERTICAL STRAPPING
16" ON CENTER
WEATHER BARRIER
3/4" PRESSURE TREATED
PLYWOOD SHEATHING
2X6 PRESSURE TREATED
DOUBLE SILL PLATE
SELF ADHERING FLASHING
EXTERIOR SEALANT AND
BACKER ROD - WEEPS 12"
ON CENTER
FLASHING
SELF ADHERING FLASHING
EXTERIOR SEALANT AND
BACKER ROD
FLASHING
EXISTING STONE THRESHOLD
EXISTING MASONRY WALL
EXISTING GRADE
1X4 FINISH TRIM - PAINTED
5/8" GWB - PAINTED
2X6 DOUBLE TOP PLATE
3/4" PLYWOOD
2X6 STUDS - 2X4 STUDS AT
EXISTING STONE THESHOLD
AS REQUIRED
2X6 DOUBLE TOP PLATE
2X6 DOUBLE SILL PLATE
EXISTING SLAB
CLOSED CELL SPRAY FOAM
INSULATION TO ACHEIVE
MINIMUM R-VALUE OF XX
3/4"
PEARL STREET OPENING WITH THRESHOLD DETAILS
Scale: 3" = 1'-0"5
EXTERIORINTERIOR
INTERIOR SEALANT
EXTERIOR SEALANT AND
BACKER ROD
BASIS OF DESIGN: KAWNEER
TRIFAB VG 451 BACK SET -
BLACK FRAMES
SHIM AS REQUIRED
MASONRY JAMB TO BE
REPAIRED AS REQUIRED,
CLEANED, AND LEFT EXPOSED
EXISTING MASONRY WALL
4/4 PVC TRIM - SCRIBE TO
MATCH ARCHED
MASONRY OPENING
EXTERIOR SEALANT
SELF ADHEARING FLASHING
PRESSURE TREATED
3/4" PLYWOOD
3/4" PLYWOOD
PRESSURE TREATED
2X6 FRAMING
1X FINISH TRIM - SCRIBE
TO MATCH ARCHED
MASONRY OPENING
2X6 FRAMING
INTERIOR SEALANT
EXISTING MASONRY WALL
BACKER ROD AND SEALANT
BASIS OF DESIGN: KAWNEER TRIFAB
VG 451 BACK SET - BLACK FRAMES
SHIM AS REQUIRED
SEALANT
HARDWOOD SILL
BELOW
MASONRY JAMB TO BE REPAIRED,
CLEANED, AND PREPARED FOR
PAINT
MASONRY JAMB TO BE
REPAIRED AS
REQUIRED, CLEANED,
AND LEFT EXPOSED
EXTERIORINTERIOR
STOREFRONT JAMB DETAIL
Scale: 3" = 1'-0"4
4/4 PVC TRIM - SCRIBE
TO MATCH ARCHED
MASONRY OPENING
EXTERIOR SEALANT
SELF ADHEARING
FLASHING
EXTERIOR SEALANT AND BACKER ROD
MASONRY JAMB TO BE
REPAIRED AS
REQUIRED, CLEANED,
AND PAINTED
PRESSURE TREATED
3/4" PLYWOOD
1/2" PLYWOOD
PRESSURE TREATED
2X FRAMING
1X FINISH TRIM
6"2X FRAMING
2X FRAMING
INTERIOR SEALANT
EXISTING MASONRY
WALL
EXTERIORINTERIOR
EXISTING STONE SILL
EXISTING MASONRY
WALL
EXTERIOR SEALANT
AND BACKER ROD
PRESSURE TREATED
2X FRAMING
2X FRAMING
SEALANT
1X FINISH TRIM
HARDWOOD SILL 6"EXTERIORINTERIOR
SELF ADHERING
FLASHING
PARADIGM DOUBLE
HUNG WINDOW SKU:
NC8300-DH S WITH STANDARD 908
CASING
TYPICAL FIRST FLOOR WINDOW JAMB DETAIL
Scale: 3" = 1'-0"2
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
WINDOW &
WALL DETAILS
A-602
PVC SILL
PARADIGM
DOUBLE HUNG
WINDOW SKU:
NC8300-DH S WITH
STANDARD 908
CASING
INTERIOR SEALANT
5/4 HARDWOOD SILL - 1/4"
RABBET RETURN
3/4" PLYWOOD
SELF ADHEARING
FLASHING
EXISTING STONE
SILL
GYPSUM JAMB BEYOND
3/4"
PRESSURE
TREATED 2X
FRAMING5/8" GYPSUM BOARD -
PAINTED
BLOWN-IN INSULATION
2X4 FRAMING
2"
1 3/4"
EXISTING MASONRY WALL
PRESSURE TREATED
BLOCKING AS REQUIRED
TYPICAL SECOND FLOOR WINDOW & WALL DETAIL
Scale: 3" = 1'-0"1
4/4 PVC TRIM -
SCRIBE TO MATCH
ARCHED
MASONRY
OPENING
EXTERIOR
SEALANT
SELF ADHEARING
FLASHING
EXTERIOR
SEALANT AND
BACKER ROD
MASONRY JAMB
TO BE REPAIRED
AS REQUIRED,
CLEANED, AND
PAINTED
EXTERIORINTERIOR
2X4 FRAMING
EXISTING MASONRY WALL PRESSURE
TREATED 3/4"
PLYWOOD
2X FRAMING
2X FRAMING
5/8" GYPSUM BOARD -
PAINTED
1/2" PRESSURE
TREATED PLYWOOD
1/2" PLYWOOD
BLOWN-IN INSULATION
EXISTING STONE SILL
EXTERIOR SEALANT
AND BACKER ROD
HARDWOOD SILL
EXTERIORINTERIOR
SELF ADHERING
FLASHING
2X4 FRAMING
EXISTING
MASONRY WALL
2X FRAMING
5/8" GYPSUM BOARD
- PAINTED
2"
PRESSURE TREATED
2X FRAMING
BLOWN-IN
INSULATION
3 1/2"
8"6 1/8"
TYPICAL SECOND FLOOR WINDOW JAMB DETAIL
Scale: 3" = 1'-0"2
PRESSURE TREATED
BLOCKING ASREQUIRED
PRESSURE TREATED
2X6 FRAMING FLASHING
EXISTING
MASONRY WALL
EXISTING STONE SILL
SELF ADHEARING
FLASHING
SEE LOUVER
MANUFACTURER'S
INSTRUCTIONS FORINSTALATION
REQUIERMENTS
INSECT SCREEN
STATIONARY
ALUMINUM LOUVER
PVC TRIM BEYOND
LOUVER HEAD AND SILL DETAILS
Scale: 3" = 1'-0"3
EXTERIORINTERIOR
4/4 PVC TRIM - SCRIBE TO MATCH ARCHED
MASONRY OPENING
EXTERIOR SEALANT
SELF ADHEARING
FLASHING
EXTERIOR SEALANT AND
BACKER ROD
MASONRY JAMB
TO BE REPAIRED
AS REQUIRED,
CLEANED, AND
PAINTED
EXISTING
MASONRY WALL
PRESSURE
TREATED 2X
FRAMING
PRESSURE
TREATED 3/4"
PLYWOOD
3/4" PLYWOOD
2X FRAMING
EXTERIORINTERIOR
8/4 PVC TRIM
EXTERIOR SEALANT
EXTERIOR SEALANT AND
BACKER ROD
EXISTING
MASONRY WALL
PRESSURE
TREATED 2X
FRAMING
PRESSURE
TREATED 3/4"
PLYWOOD
2X FRAMING
SELF ADHEARING
FLASHING
SEE LOUVER
MANUFACTURER'
S INSTRUCTIONS
FOR INSTALATION
REQUIERMENTS
STATIONARY
ALUMINUM
LOUVER
INSECT SCREEN
MASONRY JAMB TO BE
REPAIRED AS REQUIRED,
CLEANED, AND PAINTED
LOUVER JAMB DETAIL
Scale: 3" = 1'-0"4
EXTERIORINTERIOR
4/4 PVC TRIM - SCRIBE
TO MATCH ARCHED
MASONRY OPENING
EXTERIOR SEALANT
SELF ADHEARING
FLASHING
EXTERIOR SEALANT
AND BACKER ROD
MASONRY JAMB TO BE
REPAIRED AS
REQUIRED, CLEANED,
AND PAINTED
PRESSURE TREATED
3/4" PLYWOOD
2X4 FRAMING
EXISTING
MASONRY WALL
PRESSURE TREATED
3/4" PLYWOOD
5/8" GYPSUM
BOARD - PAINTED
EXISTING AIR SPACE
INTERIOR SEALANT
5/4 HARDWOOD SILL -
1/4" RABBET RETURN
3/4" PLYWOOD
EXISTING
MASONRY WALL
GYPSUM JAMB
BEYOND
5/8" GYPSUM
BOARD - PAINTED
BLOWN-IN INSULATION
PRESSURE TREATED
1/2" PLYWOOD
2X4 FRAMING
PVC SILL
PARADIGM DOUBLE HUNG
WINDOW SKU: NC8300-DH
S WITH STANDARD 908
CASING
SELF ADHEARING
FLASHING
EXISTING STONE SILL
RELOCATED TO NEW
SILL HEIGHT AT
ENLARGED MASONRY
OPENING
PRESSURE TREATED
2X FRAMING
BLOWN-IN INSULATION
2"
2"
FLASHING WITH
DRIP EDGE
1'-0 1/4"
VERIFY IN FIELD
1"
2X6 FRAMING
3 1/2"
6 1/8"
3/4"
WINDOW AT ENLARGED OPENING HEAD AND SILL DETAILS
Scale: 3" = 1'-0"7
EXTERIORINTERIOR
STONE SILL
EXTERIOR SEALANT
AND BACKER ROD
HARDWOOD
SILL
SELF ADHERING FLASHING
2X4 FRAMING
EXISTING
MASONRY WALL
PRESSURE
TREATED 3/4"
PLYWOOD
2X FRAMING
5/8" GYPSUM
BOARD - PAINTED
BLOWN-IN
INSULATION
2"3 1/2"
6 1/8"1'-0 1/4"
VERIFY IN FIELD
WINDOW AT ENLARGED OPENING JAMB DETAIL
Scale: 3" = 1'-0"8
PARADIGM DOUBLE HUNG
WINDOW SKU: NC8300-DH S
WITH STANDARD 908 CASING
INTERIOR SEALANT
5/4 HARDWOOD SILL - 1/4"
RABBET RETURN
GYPSUM JAMB BEYOND
EXTERIORINTERIOR
5/8" GYPSUM BOARD -
PAINTED
BLOWN-IN INSULATION
2X4 FRAMING
MASONRY WALL
2X4 FRAMING
3/4" PRESSURE TREATED
PLYWOOD
5/8" GYPSUM BOARD -
PAINTED
1"
1/2" PRESSURE TREATED
PLYWOOD LINTEL - SEE STRUCTURAL
DRAWINGS
EXTERIOR SEALANT AND
BACKER ROD
SELF ADHEARING FLASHING
MASONRY UNIT SILL
FLASHING WITH DRIP EDGE
PVC SILL
SELF ADHEARING FLASHING
PRESSURE TREATED 2X
FRAMING AS REQUIRED
MASONRY WALL
2"
2"
1 3/4"
3/4" PLYWOOD
3 1/2"
6 1/8"8"
BLOWN-IN INSULATION
3/4"
WINDOW AT NEW OPENING HEAD AND SILL DETAILS
Scale: 3" = 1'-0"5
MASONRY UNIT SILL
EXTERIOR SEALANT
AND BACKER ROD
HARDWOOD SILL
EXTERIORINTERIOR
SELF ADHERING FLASHING
2X4 FRAMING
MASONRY WALL
2X FRAMING
5/8" GYPSUM BOARD -
PAINTED
3/4" PRESSURE TREATED
PLYWOOD
PRESSURE TREATED
2X FRAMING
2"3 1/2"
6 1/8"8"
BLOWN-IN INSULATION
WINDOW AT NEW OPENING JAMB DETAIL
Scale: 3" = 1'-0"6
SEAL TOP OF WALL & JOIST
BAYS WITH MIN R38
SPRAYFOAM
ROOF ASSEMBLY PER
STRUCTURAL
1/2" GWB
SMART VAPOR BARRIER, DRY TO INSIDE
WOOD 2X4 STUDS, SET 2" OFF EXTERIOR WALL
BLOWN IN INSULATION
EXISTING MASONRY WALL
NON PERMIABLE EXTERIOR PAINT
TYPICAL EXTERIOR WALL ASSEMBLY
5
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
INTERIOR DEMOLITION
project
Heldon Realty Trust
Heldon Realty Trust
9 Pearl Street
Northampton, MA 01060
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/2018
DB, JBS
DB
18-010
AS NOTED
1 05/2/18 DEMO PERMIT
2 05/23/18 PERMIT SET
3 07/20/18 PHASE 2 PRICING SET
4 10/12/18 PHASE 3 PRICING SET
5 10/25/18 PERMIT ADENDUM
10/25/2018
DOOR DETAILS
A-603
MASONRY JAMB TO BE REPAIRED AS
REQUIRED, CLEANED, AND PAINTED
4/4 PVC TRIMBOARD
WEATHER STRIPPING
RAYNOR ASPEN COMMERCIAL
OVERHEAD DOOR - SEE SCHEDULE
EXISTING MASONRY WALL
PRESSURE TREATED 2X6 FRAMING -
SEE MANUFACTURER'S
INSTRUCTIONS FOR DETAILS
5/8" GYPSUM BOARD - SEE ENLARGED
PLAN FOR PARTION TYPE
9'-2"
2"
8'-10"
AIRLOCK DOORS JAMB DETAILS
Scale: 3" = 1'-0"1
12'-0"
EXISTING MASONRY OPENING
3/4" PLYWOOD SHEATHING
EXTERIOR SEALANT
4/4 PVC TRIM BOARD
HOLLOW METAL DOOR AND
FRAME - SEE SCHEDULE
2X PRESSURE TREATED
FRAMING AS REQUIRED
7"
PRESSURE TREATED 2X6 FRAMING -
SEE MANUFACTURER'S
INSTRUCTIONS FOR DETAILS
2"
2'-5"
2X8 FRAMING
DOOR SWINGMASONRY JAMB TO BE REPAIRED AS
REQUIRED, CLEANED, AND PAINTED
EXISTING MASONRY WALL
5/8" GYPSUM BOARD - SEE ENLARGED
PLAN FOR PARTION TYPE
OVERHEAD DOOR HEAD AND THRESHOLD DETAILS
Scale: 3" = 1'-0"3
MASONRY JAMB TO BE REPAIRED AS
REQUIRED, CLEANED, AND PAINTED
4/4 PVC TRIMBOARD
PRESSURE TREATED 2X8 FRAMING -
SEE MANUFACTURER'S
INSTRUCTIONS FOR DETAILS
OVERHEAD DOOR TRACK - SEE
MANUFACTURER'S INSTRUCTIONS
FOR DETAILS11 5/8"1'-3"
HOLLOW METAL DOOR AND
FRAME - SEE SCHEDULE
ALUMINUM THRESHOLD
1/2" DIAMOND PLATE
ON PT SLEEPERS
DOOR SWING
PEDESTRIAN DOOR THRESHOLD AND HEAD DETAILS
Scale: 3" = 1'-0"2
HOLLOW METAL TRANSOM -
SEE SCHEDULE
EXTERIOR SEALANT
PRESSURE TREATED
BLOCKING AS REQUIRED
MASONRY JAMB TO BE REPAIRED AS
REQUIRED, CLEANED, AND PAINTED
2X PRESSURE TREATED
FRAMING AS REQUIRED
5/4 WOOD TRIM - PAINTED
INTERIOR SEALANT
EXISTING MASONRY WALL
WOOD TRIM BEYOND
5