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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COVER

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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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1 1/2" = 1'-0"

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BUILDINGINFORMATION

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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

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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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BUILDINGDIAGRAM

A002

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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

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PROJECT #:

SCALE:

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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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DEMOLITIONPLANS

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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

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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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DEMOLITIONPLANS

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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

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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:\

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nub

uor\

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12/1

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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

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80

81

_33

Mt Ver

non_S

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nubuor.

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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

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N, M

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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\

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Mt Ver

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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

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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