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W/D
W/D
W/D
PROJECT OVERVIEW:
RENOVATION OF AN EXISTING BUILDING INTO 3-FAMILY RESIDENTIAL BUILDING INCLUDING CONSTRUCTION OF NEW REAR DECKS AND EXPANSION OF EXISTING REAR SHED DORMER.
BUILDING TO BE SPRINKLERED PER NFPA 13.
APPLICABLE CODES
BUILDING 781 CMR: MASSACHUSETTS BUILDING CODE (9TH EDITION)ACCESSIBILITY 521 CMR 12.00: MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS
FAIR HOUSING ACT (FHA), 2006 IBC SAFE HARBOR ADA: AMERICANS WITH DISABILITIES ACT, 2010 ADAAG
PLUMBING 248 CMR: MASSACHUSETTS PLUMBING CODE (2014)FIRE PREVENTION 527 CMR: MASSACHUSETTS FIRE PREVENTION REGULATIONS (2015 NFPA-1,
AMENDED)NFPA 10 FOR PLACEMENT OF FIRE EXTINGUISHERSNFPA 13 FOR FIRE PROTECTION SYSTEMS
SANITARY 105 CMR 400: MASSACHUSETTS STATE SANITARY CODE (1998)MECHANICAL 2015 INTERNATIONAL MECHANICAL CODEENERGY 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - AS AMENDED BY THE
"STRETCH CODE"ELECTRICAL 527 CMR 12.00: MASSACHUSETTS ELECTRICAL CODE (2017 NATIONAL ELECTRICAL
CODE, AMENDED)ELEVATOR MASSACHUSETTS BOARD OF ELEVATOR REGULATIONS 524 CMR
LEVEL
BASEMENT
GARDEN
FIRST
SECOND
THIRD
FOURTH
TOTAL GSF =
RESIDENTIAL
505
972
972
972
972
687
5,080 GSF
A. CONVERSION OF AN EXISTING FIVE (5) STORY BUILDING FROM OFFICE USE TO RESIDENTIAL
B. USE GROUP: R-2 (RESIDENTIAL, MORE THAN TWO DWLLING UNITS)
C. CONSTRUCTION CLASSIFICATION: TYPE 3-B CONSTRUCTION
D. FULLY SPRINKLERED
BOSTON PROPER ZONING DISTRICT/ H-2-65 SUB-DISTRICT
LOT SIZE
ALLOWABLE EXISTING PROPOSED
LOT WIDTH
F.A.R. (2.0)
BUILDING HEIGHT
OPEN SPACE
FRONT YARD
SIDE YARD
REAR YARD
NONE
NONE
150 S.F. PER UNIT
20'
11'-10"(10' + 36'/20)
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
0'-0"
0'-0"
± 53'-6"65'-0"
1,612 S.F.
26' - 8" AVG
3,224 S.F. (2.0) NO CHANGE
N/A
30' MIN(NO SIDE YARD)
30'-0" AVG
5,080 S.F. (3.15)
337 S.F. AVG
NO CHANGE
REFERENCE NUMBER
BUILDING SECTION
DRAWING SHEET
REFERENCE NUMBER
DRAWING SHEET
REFERENCE NUMBER
DRAWING
DRAWING SHEET
DETAIL
N
REFERENCE NUMBER
INTERIOR ELEVATION
DRAWING SHEET
REFERENCE NUMBER
EXTERIOR ELEVATION
DRAWING SHEET
NORTH ARROW
WINDOW TAG
DOOR TAG
WALL TYPE TAG
APPLIANCE TAG
REVISION TAG
CENTER LINE
A
1
1
1
100
A401
1
A401
1
A201
1
A201
1
A201
1
GWB
H OR HVAC
F.O.
FD.
GYPSUM WALL BOARD
HEATING, VENTILATING, AND AIR CONDITIONING
FACE OF
FLOOR DRAIN
EL. ELEVATION
COL.
CMU
C.J. CONTROL JOINT
CENTERLINE
CONCRETE MASONRY UNIT
COLUMN
B.O.
CLR. CLEAR
BOTTOM OF
ACT
A.F.F.
ADA AMERICANS W/ DISABILITIES ACT
ABOVE FINISHED FLOOR
ACOUSTICAL CEILING TILE
W/O WITHOUT
W/
V.I.F.
WITH
VERIFY IN FIELD
UNLESS OTHERWISE NOTED
TYP.
U.O.N
TYPICAL
R.O.
SIM.
R.D.
ROUGH OPENING
SIMILAR
ROOF DRAIN
PAINTEDPTD.
OPP. OPPOSITE
MECHANICAL ELECTRICAL PLUMBING
N.T.S. NOT TO SCALE
MISC.
MIN.
MECH.
MEP
MISCELLANEOUS
MINIMUM
MECHANICAL
M.O. MASONRY OPENING
ELEC. ELECTRICAL
HM HOLLOW METAL
(E) EXISTING
PAINT GRADEP.G.
WD. WOOD
S.G. STAIN GRADE
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
AV. AUDIO VISUAL
BLKG. BLOCKING
BLDG. BUILDING
CL
C.H. CEILING HEIGHT
CAB. CABINET
CONT. CONTINUOUS
DWG.
DN
DRAWING
DOWN
DIM. DIMENSION
DIA. DIAMETER
DTL. DETAIL
EQ EQUAL
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD
GSM. GALVANIZED SHEET METAL
GFIC GROUND FAULT INTERCEPTOR CIRCUIT
H.B. HOSE BIB
MAX. MAXIMUM
MTL. METAL
NO. NUMBER
N.I.C. NOT IN CONTRACT
OPNG. OPENING
O.D. OUTSIDE DIAMETER
O.C. ON CENTER
O/ OVER
PLYWOODPLYWD.
REQ'D. REQUIRED
SCHED. SCHEDULE
S.L.D. SEE LANDSCAPE DRAWINGS
SQ. SQUARE
SPEC. SPECIFICATION
S.S.D. SEE STRUCTURAL DRAWINGS
SSTL. STAINLESS STEEL
STL. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SYM. SYMMETRICAL
T.S. TUBULAR STEEL
T.O. TOP OF
THK. THK.
T&G TONGUE AND GROOVE
T. TEMPERED
WPM. WATERPROOFING MEMBRANE
UNIT 1EXIT 3
UNIT 1EXIT 4
UNIT 1EXIT 5
PA
SSA
GE
TO
STREET
EXISTING FIRE ESCAPE
UNIT 1EXIT 2
UN
IT 1
EXI
T 1
EXISTING FIRE ESCAPE
UNIT 2EXIT 2 UNIT 2
EXIT 3
UNIT 3EXIT 1
UN
IT 2
EXI
T 1
EXISTING FIRE ESCAPE
UNIT 3EXIT 2
UNIT 3EXIT 3
ARCHITECT
ISSUE:
PROJECT #
SCALE:
REVISIONS
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 F: 617.766.8331
www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
ABBREVIATIONS SYMBOLS GENERAL REQUIREMENTS VICINITY MAP
PROJECT DATA ZONING REVIEW
EGRESS PLANS
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As indicated
Auth
or
18081
ISSUED FOR CONSTRUCTION
COVER
A000
33 M
T VER
NO
NBO
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N, M
A 0
210
8
ISS U
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STRU
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DECEMBER 13, 2018
HIGH STREET PROPERTIES
33 MT VERNONBOSTON, MA 02108
DECEMBER 13, 2018
ISSUED FOR CONSTRUCTION
NUMBER NAME 12.1
3.2
018
A000 COVER √
A001 BUILDING INFORMATION √
A002 BUILDING DIAGRAM √
D101 DEMOLITION PLANS √
D102 DEMOLITION PLANS √
A101 CONSTRUCTION PLANS √
A102 CONSTRUCTION PLANS √
A201 ELEVATIONS √
A501 INTERIOR DETAILS √
A502 EXTERIOR DETAILS √
UNIT 2UNIT 1 UNIT 3
FINISH FLOORING, REFER TO FINISH PLAN
S S
NOTE:STRUCTURE ABOVE, FIRESTOP BETWEEN JOISTS ABOVES S
WALL BASE
SOUND ATTENUATION BATT INSULATION
(2) LAYERS OF 5/8" TYPE X GWB AT EACH SIDE OF STUD.
2X4 STUDW101:
W201: (2) 2X4 WOOD STUDS AT 16" O.C., HOLD 1/2" GAP SEPARATION. DO NOT CONNECT STUDSW201A: (1) 2X4 WOOD STUD AND (1) 2X6 STUD AT 16" O.C., HOLD 1/2" GAP SEPARATION.DO NOT CONNECT STUDS
S
S
W001:2X4 WOOD STUDS AT 16" O.C., OR REQUIRED PRE STRUCTURAL DRAWINGSW001A:2X6 WOOD STUDS AT 16" O.C., OR REQUIRED PRE STRUCTURAL DRAWINGS
(1) LAYER OF 5/8" GWB, MOISTURE RESISTANT BOARD AT KITCHENS AND BATHROOMS
FINISH FLOORING, REFER TO FINISH PLAN
WALL BASE
EXISTING WALL, SHOWN SHADED, SEE FLOOR PLANS
W001:
WOOD STUDS AT 16" O.C.
(1) LAYER OF 5/8" GWBAT EACH SIDE OF STUD, MOISTURE RESISTANT BOARD AT ALL KITCHENS AND BATHROOMS
FINISH FLOORING, REFER TO FINISH PLAN
S S
NOTE: REFER TO RCP FOR CEILING HEIGHT & TYPE
S S
TYPICAL PARTITION - 2X4 STUDTYPICAL PARTITION - 2X6 STUD
WALL BASE
W010:W011:
INSULATION WHERE SHOWN, SEE PLANS
W002:
WOOD FURRING PARTITION WITH 2X4" STUDS AT EXTERIOR PARTY WALLS
WOOD FURRING PARTITION WITH 2X6" STUDS AT EXTERIOR PARTY WALLS WITH PLUMBING
CONCRETE SLAB(SEE STRUCTURAL)
M001
3 5/8" METAL STUD WALL
FINISH FLOOR AND WALL BASE ASSCHEDULED
DEFLECTION TRACK
EXISTING EXTERIOR WALL, SHOWN SHADED, SEE FLOOR PLANS
METAL FURRING WITH 3 5/8" STUD AT EXISTING MASONRY PARTITION
1 LAYER 5/8" GWB, PTD.
FLOOR ASSEMBLY
AT EXTERIOR WALLS PROVIDE 2 3/4" OF CONTINUOUS CLOSED CELL INSULATION BETWEEN WALL AND BACK OF STUD.
5/8"
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
SEE FLOOR PLANS FOR PARTITION TAGS AND LOCATIONS.
SEE FLOOR PLANS FOR LOCATIONS OF SOUND INSULATION.
PARTITION TYPE DETAILS SHOW ONLY PRINCIPLE COMPONENTS AND REQUIREMENTS; RATED PARTITIONS WITH U.L. DESIGN NUMBERS MAY HAVE ADDITIONAL COMPONENTS AND REQUIREMENTS; REFER TO U.L. FIRE RESISTANCE DIRECTORY.
RATED PARTITIONS SHALL HAVE U.L. HEAD DESIGNS, SEALANT, AND FILL MATERIAL OF THE SAME RATING.
ALL THROUGH-WALL PENETRATIONS MUST BE COMPLETED TO PREVENT DIRECT CONTACT WITH FRAMING MEMBERS AND SHALL BE ACOUSTICALLY SEALED WITH A RESILIENT, NON-HARDENING CAULK. IF THE PENETRATION IS THOUGH A FIRE-RATED PARTITION, AN ACOUSTICAL FIRE-RATED CAULK SHALL BE USED.
SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR REINFORCING, BRACING AND OTHER SPECIAL REQUIREMENTS.
PROVIDE LATERAL BRACING AND CROSS-BRIDGING AS RECOMMENDED BY STUD MANUFACTURER FOR EACH CONDITION.
COORDINATE FINISHES APPLIED TO PARTITIONS AS INDICATED IN THE FINISH SCHEDULE, INTERIOR ELEVATIONS AND ELSEWHERE IN THE CONTRACT DOCUMENTS.
PROVIDE BLOCKING AT LOCATIONS INCLUDING BUT NOT LIMITED TO CASEWORK, SHELVING, COUNTERS, CABINETS, DOOR STOPS, HANDRAIL BRACKETS, TELEVISION LOCATIONS, BATHROOM ACCESSORIES, ETC. WHERE INDICATED, SPECIFIED OR REQUIRED TO PROVIDE A SOLID BASE.
SUBSTITUTE MOISTURE-RESISTANT GYPSUM BOARD AT ALL BATHROOMS AND LAUNDRY ROOMS.
WHERE TWO OR MORE LAYERS OF GYPSUM BOARD ARE USED, BOTH HORIZONTAL AND VERTICAL JOINTS SHALL BE STAGGERED.
FIBER INSULATION SHOULD BE UN-FACED AND SECURED TO STRUCTURE TO PREVENT SAGGING.
LVL, SEE STRUCTURAL DRAWINGS
OPEN WEB JOIST FRAMING, SEE STRUCTURAL DRAWINGS
3/4" WOOD STRAPPING
5/8" GWB; PTD.
WOOD FINISH FLOORING, SECURED TO 3/4" PLYWOOD
MINERAL WOOL BATT INSULATION TO FILL FLOOR CAVITY IN ORDER TO MAINTAIN LESS THAN 6" AIRSPACE IN THE ASSEMBLY
3/4
"
3/4
"
11
7/8
"
3/4
"5
/8"
1' -
2 3
/4"
RESILIENT UNDERLAYMENT EQUAL TO1)"QUIETWALK" UNDERLAYMENT BY GLOBAL PRODUCTS2) IMPACTA-REGUPOL PRO-CURVE3) SOUNDMATT BY KINETICS
PLYWOOD SUBFLOOR AS REQUIRED BY STRUCTURAL DRAWINGS
FLOOR FRAMING; SEE STRUCTURAL DRAWINGS
(2) LAYERS 5/8" THK. TYPE "C" FIRE RATED GYPSUM BOARD
1 HOUR RATING PER L-583 UL DESIGN
"ISOMAX" BY KINETICS RESILIENT CLIP SYSTEM
BATT INSULATION TO FILL FLOOR CAVITY IN ORDER TO MAINTAIN LESS THAN 6" AIRSPACE IN THE ASSEMBLY
1 1
/4"
1 1
/2"
11
7/8
"
3/4
"
1/4
"
1"
3/4
"
WOOD FINISH FLOORING, SECURED TO (2) LAYERS OF PLYWOOD ONLY. DO NOT EXTEND FASTENERS INTO UNDERLAYMENT
(2) LAYERS 1/2" PLYWOOD LOOSE LAID ON RESILIENT UNDERLAYMENT. STAGGER PLYWOOD AND SCREW PLYWOOD TOGETHER
1' -
5 3
/8"
2 1/2" METAL STUDS AT 16" O.C.
(1) LAYERS OF 5/8" GYPSUM BOARD
EXISTING WALL, SHOWN SHADED, SEE FLOOR PLANS
(2) LAYER OF 5/8" TYPE "X" GYPSUM BOARDON UNDERSIDE OF STAIR
FILL CAVITY WITH FIBERGLASS INSULATION
MAINTAIN 3/4" GAP BETWEENSTRINGERS AND WALLS; CAP WITH WOOD
BREAK IN G.W.B., 2" MIN.
EXISTING STRINGER
2x4 STUD WALL TO ATTACHTO STRINGER
MAINTAIN CONTINUOUS 1/2" AIR GAP BETWEEN2X WALL AND VERTICAL SHAFT WALL
2 1/2" MTL. STUD WALLWITH (2) LAYERSOF 5/8" TYPE 'X'GYPSUM WALL BOAD
HORIZONTAL 1HR RATED SHAFTWALL
MAINTAIN CONTINUOUS 1/2" AIR GAP BETWEEN HORIZONTAL SHAFTWALL AND UNDERSIDE OF STAIR STRINGER
FLO
OR A
SSEM
BLY
UN
IT 1
TO
UN
IT 2
2 1/2" METAL STUD FRAMING
NOTE:HORIZONTAL SHAFTWALLTO HAVE NO CONNECTIONTO STAIR STRINGER FRAMING.
5/4" THICK WOOD TREAD WITH 1/4" EASED EDGE, STAINED OAK
1/2" THICK RISER, PAINTED
NEWLVL
STRINGER
MAINTAIN 1/2" GAP BETWEEN LINEAR BOARD AND STRINGERS
1" LINEAR BOARD
2-1/2" C-H STUD, 212CH-18 (HORIZONTAL SHAFTWALL)
(2) LAYERS OF 5/8" TYPE "X" GYPSUM BOARD, PTD.
FILL CAVITY WITH FIBERGLASS INSULATION
FILL CAVITY WITH FIBERGLASS INSULATION
NOTE:HORIZONTAL SHAFTWALLTO HAVE NO CONNECTIONTO STAIR STRINGER FRAMING.
7 3
/4" M
AX.
2
A001
Sim
10" MIN.
5/4" THICK WOOD TREAD WITH 1/4" EASED EDGE, OAK FINISH TO MATCH FLOORING
5/4" THICK; OAK FINISH TO MATCH FLOORING
LVL STRINGER
10"
7 3
/4" M
AX
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
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4 P
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1 1/2" = 1'-0"
18081
ISSUED FOR CONSTRUCTION
BUILDINGINFORMATION
A001
33 M
T VER
NO
NBO
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N, M
A 0
210
8
ISS U
ED F
OR C
ON
STRU
CTI
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DECEMBER 13, 2018
HIGH STREET PROPERTIES
1 1/2" = 1'-0"1
PARTITION SCHEDULE
1 1/2" = 1'-0"3
FLOOR TYPE 'A' - TYPICAL IN-UNIT FLOOR ASSEMBLY
1 1/2" = 1'-0"4
FLOOR TYPE 'B' - TYPICAL DEMISING FLOOR ASSEMBLY
1 1/2" = 1'-0"2
DEMISING WOOD STAIR ASSEMBLY - SECTION 1 1/2" = 1'-0"
5WOOD STAIRS - SHAFT WALL DEMISING STAIR
1 1/2" = 1'-0"6
WOOD STAIRS - TYPICAL IN UNIT
MARK ISSUE DATE
0.0 - BASEMENT0' - 0"
0.1 - GARDEN LEVEL -FRONT (EX.)
6' - 2"
1 - FIRST FLOOR15' - 1"
1 - FIRST FLOOR15' - 1"
2 - SECOND FLOOR25' - 10"
2 - SECOND FLOOR25' - 10"
3 - THIRD FLOOR35' - 6"
3 - THIRD FLOOR35' - 6"
4 - FOURTH FLOORPROPOSED
45' - 1"
4 - FOURTH FLOORPROPOSED45' - 1"
FLOOR TYPE 'A'
FLOOR TYPE 'B'
FLOOR TYPE 'B'
FLOOR TYPE 'A'
FLOOR TYPE 'A'
UNIT 3
UNIT 1
UNIT 2
MECHANICAL / UTILITY
SUNKEN PATIO
LOWER REAR OF GARDEN LEVEL TO MATCH FRON PORTION
RAISE FLOOR ASSEMBLY AT TOP FLOOR
1' -
3"
8' -
4 1
/2"
1' -
5 1
/2"
8' -
2 1
/2"
1' -
5 1
/2"
9' -
3 1
/2"
1' -
3"
7' -
8 1
/2"
1' -
3"
4' -
11
1/2
"
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
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1/4" = 1'-0"
18081
ISSUED FOR CONSTRUCTION
BUILDINGDIAGRAM
A002
33 M
T VER
NO
NBO
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N, M
A 0
210
8
ISS U
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STRU
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DECEMBER 13, 2018
HIGH STREET PROPERTIES
1/4" = 1'-0"1
BUILDING DIAGRAM
MARK ISSUE DATE
DEMOLISH ALL EXISTING FLOOR ASSEMBLIES, PARITIONS, FINISHES AND FIXTURES
DEMOLISH ALL EXISTING FLOOR ASSEMBLIES, PARITIONS, FINISHES AND FIXTURES
DEMOLISH ALL EXISTING FLOOR ASSEMBLIES, PARITIONS, FINISHES AND FIXTURES
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
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1/4" = 1'-0"
18081
ISSUED FOR CONSTRUCTION
DEMOLITIONPLANS
D101
33 M
T VER
NO
NBO
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N, M
A 0
210
8
ISS U
ED F
OR C
ON
STRU
CTI
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DECEMBER 13, 2018
HIGH STREET PROPERTIES
1/4" = 1'-0"1
0.0 - DEMO PLAN - BASEMENT 1/4" = 1'-0"
20.2 - DEMO PLAN - GARDEN LEVEL
1/4" = 1'-0"3
1 - DEMO PLAN - FIRST FLOOR
MARK ISSUE DATE
DEMOLISH ALL EXISTING FLOOR ASSEMBLIES, PARITIONS, FINISHES AND FIXTURES
DEMOLISH ALL EXISTING FLOOR ASSEMBLIES, PARITIONS, FINISHES AND FIXTURES
DEMOLISH ALL EXISTING FLOOR ASSEMBLIES, PARITIONS, FINISHES AND FIXTURES
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
C:\
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9 P
M
1/4" = 1'-0"
18081
ISSUED FOR CONSTRUCTION
DEMOLITIONPLANS
D102
33 M
T VER
NO
NBO
S TO
N, M
A 0
210
8
ISS U
ED F
OR C
ON
STRU
CTI
ON
DECEMBER 13, 2018
HIGH STREET PROPERTIES
1/4" = 1'-0"1
2 - DEMO PLAN - SECOND FLOOR 1/4" = 1'-0"
23 - DEMO PLAN - THIRD FLOOR
1/4" = 1'-0"3
4 - DEMO PLAN - FOURTH FLOOR
MARK ISSUE DATE
W/D
MECHANICAL / UTILITY
HATCH & LADDER
A201
2
A201
1
12' - 4" 4 3/4" 6' - 0" 4 3/4" ± 6' - 2 1/4"
GUESTBEDROOM
W.I.C.
WET
BA
R
W.C.
TUB MECH
UP
5' - 0"
± 8
' - 3
1/2
"
2' - 6"
4 3/4"
2' - 3 1/4"
4 3/4"
11' - 10 1/2"
8' -
1 1
/2"
3' -
2"
7' - 5 3/4"
CLO
SET
W001
W011
M002
W010
M002
W001
W010
W011
W001
W011
W003
W010
M002
W010
W010
W010
W010
36"
00131"
00431"
00331"
002
00532"
00634"
00832"
00734"
01132"
01032"
00932"
01260"
AA
3' -
8"
2' - 6" 7' - 7 1/2" 3' - 0" 3' - 0"
6 3
/4"
5' -
0"
6 3
/4"
9' -
0"
4 3
/4"
± 6
' - 5
1/2
"
MASTERBEDROOM
12
' - 1
0"
HATCH & LADDER TO BASEMENT MECHANICAL/UTILITY
A201
2
A201
1
7' - 2 1/4"
ELEV. MACH. ROOM
DININGROOM
LIVINGROOM
WET
BA
R
FIREPL
AC
E
± 17' - 0 7/8"
PHELEVATOR
17' - 8 3/4"
± 3
' - 7
1/4
"
DECK
DN
UP
3' -
0"
3' -
0"
MA
IL
CLO
SET
± 5
' - 3
1/2
"
T/R
DW
CO
AT
PAN
TRY
12
' - 9
"
EXISTING
5' - 8"
± 3
4' -
9 1
/2"
6' -
0"
3' -
8"
2' - 6" 4' - 11 1/4" 2' - 6" 4' - 11 1/4" 2' - 8" 2' - 3"
3' -
0"
5' -
10
"
12' - 7" 10" 3' - 6 1/8" 5' - 4 5/8"
± 7
' - 4
1/2
"
2' - 0"
59"
110
59"
109D
10832"
10748"
10330"
10236"
10160"
10436"
10636"
10536"
CC
M002
W010
W001
W103
W103
M002
W001
W010
KITCHEN
19' - 9"
6' -
0"
± 1'-2"
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
C:\
Use
rs\m
nub
uor\
Docu
men
ts\1
80
81
_33
Mt Ver
non_S
D_m
nubuor.
rvt
12/1
3/2
018 5
:12:2
9 P
M
1/4" = 1'-0"
18081
ISSUED FOR CONSTRUCTION
CONSTRUCTIONPLANS
A101
33 M
T VER
NO
NBO
S TO
N, M
A 0
210
8
ISS U
ED F
OR C
ON
STRU
CTI
ON
DECEMBER 13, 2018
HIGH STREET PROPERTIES
1/4" = 1'-0"1
0.0 - CONSTRUCTION PLAN - BASEMENT 1/4" = 1'-0"
2G - GARDEN DUPLEX - LOWER LEVEL
1/4" = 1'-0"3
1 - GARDEN DUPLEX - UPPER LEVEL
MARK ISSUE DATE
W/D
W/D
A201
2
A201
1
3' -
0"
12
' - 0
"
W.I.C.
MASTERBEDROOM
DEN/GUEST
LIVINGROOM
KITCHEN
9' - 1 1/8"
± 9
'-6 1
/4"
FIREPL
AC
E
COAT
6' - 0"9' - 5 1/8"
12
' - 5
"
SHOWER
± 8
'-4 3
/4"
11
' - 8
1/4
"±
10
'-11
1/4
"
3' -
7 1
/4"
3' -
0"
3' -
0"
2' -
5 1
/2"
3' - 0" 1' - 0"
2' - 5 1/2"
2' - 4 1/4"2'-8"± 2'-6"4'-11 1/4"2'-6"
3' - 1 1/4"
DN
UP
6' -
0"
3' -
5"
EE
E
59"
210
D
36"
209G
20832"
20728"
20632"
20532"
20332"
20236"
20134"
20432"
W001
W003
W001
M002
W001
W103
W011
W010
W010
M002
W011
± 19'-10"± 1'-2"
3' -
0"
5' -
8 1
/4"
3' -
0"
A201
2
A201
1
COMMONBATH
BEDROOMONE
UP
DN
15' - 10 1/4"
± 8
'-8 1
/4"
6' -
0"
DININGROOM
FIREP
LAC
E
COAT
SHOWER
DECK
CLOSET
± 1'-0"± 19' - 9"
± 1
1'-4
1/2
"1
1' -
10
"
REF.
PAN
TRY
LIVINGROOM
HW
H
2' - 1"
9' - 0 3/4"
34
' - 9
5/8
"
± 3
'-1 3
/4"
6'-0
"±
13
'-2 1
/2"
4' - 11 1/4"2' - 6"4' - 11 1/4"2' - 6"2' - 8" 2' - 3 1/4"
15' - 10 1/4" 3' - 0" 5' - 8"
2' -
0"
3' -
0 1
5/1
6"
± 3
'-0 3
/4"
3' -
0"
5' -
10
"3
' - 0
"2
' - 2
3/8
"±
8'-9
1/4
"
3' - 1 1/2"
F
F
F
30232" 303
30"
30136"
30632"
30532"
30430"
D
59"
30759"
308
M002
W010
W010
W001
W001
W102
M002
W010
KITCHEN
A201
2
A201
1
DECK
DN
WET
BA
R
WALK-IN CLOSET
MASTER BEDROOM
MASTER BATHROOM
CLOSET
9' - 1 1/4"
± 8
'-6 1
/2"
3' -
0"
LINEN / MILLWORK
± 1
0'-1
1"
12' - 9"
DORMER DORMER
2' - 8"
±5'-0" HEAD HEIGHT
± 6
'-6 1
/4"
± 1
2'-4
1/4
"
3' -
0"
3'-4" WALL HEIGHT
BEDROOMTWO
3' - 0" 2' - 1"
10' - 10 1/2"
7' - 5 7/8"
8' -
5 1
/4"
5' - 0"
2' - 1 1/2" 3' - 11" 6 3/4" 3' - 11" 2' - 1" 3' - 11"
5' -
10
"
W011
W001
W001
W001W011
W010
W011
W010
W011
W010 W010
W010
W010
40947"
41047"
41147"
D
40632"
40732"
40532"
40430"
40328"
40836" 401
32"
40232"
G1G2
17' - 9 1/4"
6' -
7 5
/8"
EXT01
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
C:\
Use
rs\m
nub
uor\
Docu
men
ts\1
80
81
_33
Mt Ver
non_S
D_m
nubuor.
rvt
12/1
3/2
018 5
:12:2
9 P
M
1/4" = 1'-0"
18081
ISSUED FOR CONSTRUCTION
CONSTRUCTIONPLANS
A102
33 M
T VER
NO
NBO
S TO
N, M
A 0
210
8
ISS U
ED F
OR C
ON
STRU
CTI
ON
DECEMBER 13, 2018
HIGH STREET PROPERTIES
1/4" = 1'-0"1
2 - FLOOR THROUGH UNIT 1/4" = 1'-0"
23 - PENTHOUSE DUPLEX LOWER FLOOR
1/4" = 1'-0"3
4 - PENTHOUSE DUPLEX UPPER FLOOR
MARK ISSUE DATE
0.1 - GARDEN LEVEL -FRONT (EX.)6' - 2"
1 - FIRST FLOOR15' - 1"
2 - SECOND FLOOR25' - 10"
3 - THIRD FLOOR35' - 6"
4 - FOURTH FLOORPROPOSED45' - 1"
PR
OP
ER
TY L
INE
PR
OP
ER
TY L
INE
D
D
G
D
D
41147"
41047"
40947"
59"
30859"
307
36"
20959"
210
59"
11059"
109
31"
00231"
00331"
00436"
001
NEW INSET ROOF DECK WITH BLACK METAIL RAIL
NEW DECK WITH IPE DECKING AND BLACK METAL RAIL
MODIFY FIRE BALCONY AS REQUIRED. REPAIR AS NEEDED AND REPAINT
EXTEND DORMER
NEW ALUMINUM-CLAD WINDOWS AND DOORS IN NEW AND EXISTING
MASONRY OPENINGS, TYP.
0.1 - GARDEN LEVEL -FRONT (EX.)6' - 2"
1 - FIRST FLOOR15' - 1"
0.3 - STREET ENTRY (EX.)11' - 1"
2 - SECOND FLOOR25' - 10"
3 - THIRD FLOOR35' - 6"
4 - FOURTH FLOORPROPOSED45' - 1"
26' - 1 1/2"
PR
OP
ER
TY L
INE
PR
OP
ER
TY L
INE
REPAIR AND RESTORE EXISTING WINDOW SILLS AND HEADERS, AS REQUIRED, TYP.
REPAIR AND REPOINT EXISTING BRICK MASONRY FACADE, AS REQUIRED.
REPAIR AND RESTORE EXISTING BROWNSTONE ORNAMENT AND DOOR SURROUND, AS REQUIRED
REPAIR AND RESTORE EXISTING STOOP AND STOOP RAIL AS REQUIRED.
F F F
EEE
C C
AA
REPLACE WINDOWS WITH NEW 6-OVER-2 WOOD WINDOWS TO MATCH EXISTING, TYP.
REPAIR AND RESTORE EXISTING WOOD ENTRY DOOR AS REQUIRED
G1 G2
101
REPAIR AS NEEDED AND REPAINT EXISTING FIXED DOOR
MINIMALLY CLEAN AND REPAIR GRANITE AS REQUIRED
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
C:\
Use
rs\m
nub
uor\
Docu
men
ts\1
80
81
_33
Mt Ver
non_S
D_m
nubuor.
rvt
12/1
3/2
018 5
:12:3
6 P
M
1/4" = 1'-0"
18081
ISSUED FOR CONSTRUCTION
ELEVATIONS
A201
33 M
T VER
NO
NBO
S TO
N, M
A 0
210
8
ISS U
ED F
OR C
ON
STRU
CTI
ON
DECEMBER 13, 2018
HIGH STREET PROPERTIES
1/4" = 1'-0"1
REAR ELEVATION - NORTH 1/4" = 1'-0"
2FRONT ELEVATION - SOUTH
MARK ISSUE DATE
PLYWOOD SUB-FLOOR
5/8" DUROCK
"CERA-ZORB" ANTI-FRACTURE MEMBRANE
CRACK ISOLATION MEMBRANE
TROWELLED ON WATERPROOFING/CRACK ISOLATION MEMBRANE "HYDRO-BAN"
STONE FINISH
BATHROOM FLOOR ASSEMBLY
3 3
/4"
WALL TILE BEYOND
2X3 PT WOOD FRAMING
1/2" CEMENT BACKER BOARD
WALL TILE
LOCATE SKIRT BASED ON TUB DIMENSIONS TO ALIGN FACE OF TILE WITH TUB FLANGE
1/4"
GLASS CHANNEL WHERE EXISTS
REINFORECED SHEET WATERPROOFING
TILED LINEAR DRAIN
CLAMP DOWN FLOORDRAIN, BEYOND
1/2" CEMENT BACKER BOARD
WALL TILE
REINFORCED SHEET WATERPROOFING
6 1/4"
BACKER PANEL
STONE BEYOND
1' - 0
"
SLAB
4' - 0"
GLASS CHANNEL WHERE EXISTS
REINFORECED SHEET WATERPROOFING
TILED LINEAR DRAIN
CLAMP DOWN FLOORDRAIN, BEYOND
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
C:\
Use
rs\m
nub
uor\
Docu
men
ts\1
80
81
_33
Mt Ver
non_S
D_m
nubuor.
rvt
12/1
3/2
018 5
:12:3
7 P
M
As indicated
18081
ISSUED FOR CONSTRUCTION
INTERIOR DETAILS
A501
33 M
T VER
NO
NBO
S TO
N, M
A 0
210
8
ISS U
ED F
OR C
ON
STRU
CTI
ON
DECEMBER 13, 2018
HIGH STREET PROPERTIES
6" = 1'-0"1
BATHROOM FLOOR ASSEMBLY 3" = 1'-0"
2TUB SKIRT
3" = 1'-0"3
SHOWER CURB 3" = 1'-0"
4SHOWER WATERPROOFING
3" = 1'-0"6
SECTION AT BATH NICHE
3" = 1'-0"5
SHOWER CURBLESS
MARK ISSUE DATE
TOP OF DECK
4" MAX.
METAL GUARDRAIL PAINTED BLACK, TYPICAL
3/4" SQUARE METAL PICKETS
METAL TOP RAIL, 1/2" X 2 1/2"
METAL BASE RAIL, 1/2" X 1 1/2"
8"
3'-6
"
2" x 2" STEEL POST, BOLTED TO STRUCTURE BELOW, TYPICAL
4"
CURVED STEEL OUTRIGGER
ANGLE CLEAT
METAL GRATE WALKWAY
GALVANIZED STEEL GAURDRAIL SYSTEM
3' -
6"
CONTINOUS METAL TOP RAIL
1 1/2" - 6"
PREMOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER
STAINLESS STL CLAMPING RING
WATER CUT-OFF MASTIC
PRE-MOLDED PIPE, SEAL AS SPECIFIED
IN-SEAM SEALANT. (SEE NOTE 1)
LAP SEALANT
EPDM MEMBRANE ROOFING
ROOF INSULATION
SEAL ALL PENETRATIONS
NOTES:
1. APPLY IN-SEAM SEALANT 1/2" FROM INSIDE EDGE OF PIPE SEAL FLANGE TO THE DECK FLANGES OF THE PRE-MOLDED PIPE
2. FLASHING SHALL NOT BE OVERLAPPED, CUT, OR APPLIED OVER ANY ANGLE CHANGE
SEAL VAPOR BARRIER TO ALL PIPE PENETRATIONS
VAPOR BARRIER
ARCHITECT
ISSUE:
PROJECT #:
SCALE:
DRAWING INFORMATION
DRAWING TITLE
DRAWING NUMBER
60 K STREET, 3RD FLOORBOSTON, MA 02127O: 617.766.8330 www.embarcstudio.com
DATE:
copyright: EMBARC STUDIO, LLC
OWNER
CONSULTANTS
REVISIONS
C:\
Use
rs\m
nub
uor\
Docu
men
ts\1
80
81
_33
Mt Ver
non_S
D_m
nubuor.
rvt
12/1
3/2
018 5
:12:3
7 P
M
As indicated
18081
ISSUED FOR CONSTRUCTION
EXTERIOR DETAILS
A502
33 M
T VER
NO
NBO
S TO
N, M
A 0
210
8
ISS U
ED F
OR C
ON
STRU
CTI
ON
DECEMBER 13, 2018
HIGH STREET PROPERTIES
1" = 1'-0"1.2
DECK RAILING
1" = 1'-0"1.1
LARGE SECTION AT DECK 3" = 1'-0"
2SECTION AT PIPE FLASHING AT MEMBRANE ROOFING
MARK ISSUE DATE
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