k j i h g f e d c b a vanko studio oak st_… · 499 sf on grade patio 9x18 9x18 9x18 nct nct nct...

CABINET UNIT HEATER

CERAMIC TILE

DEMOLISH, DEMOLITION

DUPLEX RECEPTACLE

DOUBLE HUNG

DOUBLE-ACTING

ELECTRICAL PANELBOARDENCLOSE (URE)

ELECTRIC (AL)

EACH WAY EACH FACE

EXPANSION, EXPOSEDEXPANSION JOINTEXPANSION BOLT

ELECTRIC WATER COOLER

FIRE EXTINGUISHER

FIRE HOSE CABINETFIRE HOSE STATION

FIRE HYDRANT

FINISHED FLOOR

FLUID APPLIED WATERPROOFING

FIRE EXTINGUISHER CABINET

FACE OF CONCRETE

FLUORESCENT

FACE OF FINISH

FIRE-RESISTANT COATING

CEMENTITIOUS BOARDFIBER REINFORCED

FACE OF STUD

FEET PER MINUTEFRAME (D) (ING)

FACE OF MASONRY

FEMININE NAPKIN RECEPTACLE

FLEXIBLE SHEET ROOFINGFIRE STAND PIPELINE

FINNED TUBE RADIATIONFURRED (ING)

FIRE-RETARDANT

GENERAL CONTRACT (OR)

FOCCL CENTER LINE

CSK COUNTER SINK(SUNK)

CASEMENTCAST STONECS

CSMTGCGB GRAB BAR

CEMENT PLASTER (PORTLAND)CONCRETE MASONRY UNIT

CONTINUOUS or CONTINUE

COMPRESS (ED,ION,IBLE)

COPPERCARPET

CORRIDORCOORDINATE

CONCRETECONNECTION

CONTRACT (OR)

CONSTRUCTION

CARPET TILE

CORRCPR

CONTCONTR

CONCCONNCONST

COORD

CPTTCPT

CEILING

COLUMN

CLEAN

CLEANOUT

COMBINATION

CLEAR (ANCE)

CONTRACT LIMIT LINECLG

COCOL

CLNCLR

CLL

COMBCOMP

CMPLCMU

FSPFRT

FTG

FUTFURFTR

FTFSR

GA

FOOTING

FUTURE

FOOT, FEET

GAGE, GAUGE

FOF

FPMFPL

FOSFP

FRCBFRCFR

FOM

FLOOR PLATEFIREPROOF

FASTEN (ER)FASBRICKBRK

CATCH BASIN, CORNER BEAD

CUBIC FEET PER MINUTE

CAST IN PLACE CONCRETE

CUBIC FOOT (FEET)COUNTERFLASHING

CIRCLE

CAST IRON

CONTROL JOINTCIRCUMFERENCE

CEILING HEIGHTCORNER GUARD

CF

CFMCFLG

CI

CIR

CH

CJTCIRC

CIPC

CG

CEMENT

CABINETCOURSE

BOTH WAYS

BASEMENTBOTH SIDES

BUILT-UP ROOFINGBRITISH THERMAL UNIT

BW

BS

BTUBSMT

BUR

CCABCBCEM

FHSFIN

FHC

FLUR

FNRFLX

FLGFLFJTFIXT

FINISH (ED)

FLASHING

FLEXIBLE

FLUSH JOINTFLOOR (ING)

FIXTURE

FBD

FAWP

FD

FB

FDN

FECFE

FFFGLFH

FACE BRICKFIBERBOARDFLOOR DRAINFOUNDATION

FIBERGLASS

BIT,BITUM BITUMINOUS

BUILDINGBLOCKBLOCKING

BOTTOM OF CURBBENCH MARK

BACKER ROD

BEARINGBEARING PLATEBOTTOM

BM

BLK

BOC

BLDG

BLKG

BKR

BPLBRG

BOT

BOARD

AVENUE

BETWEENBELOW

AUTOMATIC

AMERICAN SOCIETY

BRICK COURSE

ABOVE TOP OF SLABfor TESTING MATERIALS

BD

AVE

BC

ATSAUTO

ASTM

BETBEL

EXISTINGEXIST

EXPN BLT

EXH

EXPEXIST

EXT

EXP JT

FAF

EXHAUSTEXISTING

EXTERIOR

FIRE ALARMFAHRENHEIT

ELECELEVEMERENC

EQPTEQEP

EST

EWEFEWC

EQUAL

ESTIMATE

ELEVATOREMERGENCY

EQUIPMENT

ABOVE FINISHED FLOORAGG AGGREGATE

ANODIZED

ASPHALT

ALUMINUM

ASSEMBLY

ANNEALED

ACCESS PANEL

ARCHITECT (URAL)APPROXIMATE

ANCHOR, ANCHORAGEALTERNATE

AL

AP

ANC

ASPHASSEM

ANOD

ARCH

ANLD

APPROX

ALT

ACCESSACCESS FLOORACOUSTICAL PLASTER

AREA DRAIN

ADJACENTADDENDUM

ADJUSTABLEARCHITECT/ENGINEER

ACOUSTIC CEILING TILE

ACC

ACPLACFL

ADADDADJ

AFFA/EADJT

ACT

DIMENSIONDIMDR

DWGDTL

EAEF

E

ELASEL

DN

DRAWINGDETAIL

EACHEAST

ELEVATIONELASTOMERIC

EACH FACE

DOWN

CY

D

DIFFDIAG

DEPDHDIA

DEMDA

DRAIN

CUBIC YARD

DIFFUSER

DIAMETERDIAGONAL

DEPRESSED

ABOVEACOUSTICAL

ANCHOR BOLTAIR CONDITIONING

ABVAC

ABA/C CT

CTRCUHCW

COUNTER

COLD WATER

WC WATER CLOSETRAILINGRLGMETER (S)M

WATERPROOF (ING),

WATER RESISTANT

WEATHERSTRIPPINGWELDED WIRE FABRIC

EXISTING TO REMAIN

WATER REPELLANT

SCHED

SHTHG

METAL

MULLIONMETAL STUD

MTL

MULLMTL ST

SMSNTSP

MARBLE

MEMBRANE

MODULAR

MEDIUM

MEMBER

MAXIMUMMASONRY

MANHOLE

MIRRORMINIMUM

MECHANIC (AL)

MACHINE BOLT

METAL FLOOR DECK

MISCELLANEOUS

METAL FURRINGMOUNT (ED) (ING)

MANUFACTURE (R)

MOLDING, MOULDING

METAL ROOF DECKMASONRY OPENING

MH

MOMLDG

MFR

MISCMIR

MRD

MIN

MTFRMT

MAR

MB

MEMB

MECHMDLMBR

MAX

MFD

MED

MAS

SF

SIMSKYLT

SFGLSHT

SECTSD

SLVSLR

RM

SSC

SCRN

RTNRWCR/W

RO

SHEET METAL

SOUND PROOFSEALANT

SHEATHING

SQUARE FOOT (FEET)SAFETY GLASS

STORM DRAIN

SIMILARSKYLIGHT

SHEET

SECTION

SLEEVESEALER

SCHEDULESOILD CORE

RAIN WATER CONDUCTORRIGHT OF WAY

ROUGH OPENINGROOM

SOUTH

SCREEN

RETURN

WR

W/RWSCT

WWFWST

XTR

WAINSCOTT

WD

WHWIN

WP

WMW/O

WPT

WGLWOOD

WIRE MESH

WALL HUNGWINDOW (S)

WITHOUT

WEATHERPROOFWORKING POINT

WIRED GLASS

STAINLESS STEEL

TOP AND BOTTOM

TONGUE AND GROOVE

TERNE COATED STAINLESS

TEMPORARY, TEMPERED

TRAFFIC DECK COATING

TOP OF EXISTING SLAB

TOP OF ROOFING

TOP OF CONCRETE, CURB

TOILET TISSUE DISPENSERTOILET PAPER HOLDER

TOP OF STEEL/ TOP OF SLAB

VINYL COVE BASEVINYL COMPOSITION TILE

VAPOR BARRIER, VINYL

VAPOR RETARDER

UNLESS OTHERWISE NOTED

VINYL WALL FABRIC

PLYWD

RKD KNOCK-DOWN

KILOVOLT

KILOWATT

KITCHEN

LIMESTONELOCATION

LIVE LOAD

LAVATORY

LENGTH

LABEL

LINTELLIGHT

LOUVER

LABORATORY

LEFT HAND

KILOVOLT-AMPERE

LIGHT SWITCH

LIGHTWEIGHT CONCRETE

LIGHTPROOF, LOW POINT

LL

LOCLMS

LTLLT

LWCLVR

LSWLP

KW

KVKIT

KVA

L

LH

LAB

LBLLAV

REGREINFREM

RESREVRFGRFLRGDRH

REQD

RCB

RADRBRBTRC

REFRECPREC

RCPRD

HEIGHTHEATING

INVERTINTERIOR

JOIST

JOINT

HARDWOOD

INSIDE DIAMETER

JOINT FILLER

IRON PIPE SIZE

JUNCTION BOX

INCLUDE (D) (ING)INSULATE (D) (ION)

HOT WATER, HEADWALL

HEATING/VENTILATING/AIR CONDITIONING

KIPS (1000 LBS)

INTINV

J

IPS

JBJF

K

JT

HT

HW

ID

HVACHTG

HWD

INSULINCL

PTD

PVT

PTN

PVMTPVC

PTH

"R"

QT

PRF

PLASPLF

PNLPNT

PLPLAM

PSIPSF

VARNISHVARRADIUS, RISER

REINFORCED CONCRETE PIPE

REINFORCE (D) (ING)

REVISION (S), REVISED

REFLECT (ED) (IVE)

RIGHT HAND

REGISTER

REMOVED

RESILIENT

ROOFING

RIGID

REQUIRED

RUBBER BASE-STRAIGHT

REINFORCED CONCRETERUBBER COVE BASE

RABBET, REBATE

REFERENCE

RECESSEDRECEPTACLE

ROOF DRAIN

RADIATOR

VR

VJTVNR

VT

W

VWF

W/WB

VRM

VENEERV-JOINT (ED)

VINYL TILE

WOOD BASEWITHWEST

VERMICULITE

VC

VB

VCTVCB

VERTVEST

VIFVG

VIN

VESTIBULE

VINYL

VERTICAL

BASE-STRAIGHTVINYL COATED

VERTICAL GRAINVERIFY IN FIELD

POUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAPER TOWEL DISPENSER

PAVER TILEPAVEMENTPOLY VINYL CHLORIDE

PAPER TOWEL HOLDER

THERMAL RESISTANCE

QUARRY TILE

PARTITION

PAINT (ED) IN FIELDPREFORMED

PLASTIC LAMINATE

POUNDS PER LINEAL FOOTPLASTER

PLYWOODPANEL

PLATE

TPH

TYPTTD

UNF

UCUNEX

VAC

UONUNFINISHED

UNDERCUT

TYPICAL

UNEXCAVATED

VACUUM

TOES

TOR

TO

TOP

TOF

TOC

TOL

THRU

TOWTOS

TOLERANCE

THROUGHTOP OF

TOP OF PLANK

TOP OF FOOTING

TOP OF WALL

HARDENED

GROUT

GRANITE

HARDWARE

HOUR

GRILLE

GLASS FIBERGALVANIZED

GLAZING COMPOUND

HOSE BIBB

HORIZONTAL

HEAD JOINT

HEAVY DUTY

HIGH POINT

HOLLOW METAL

HOLLOW COREHARDBOARD

GLAZED STRUCTURAL TILEGALVANIZED STEEL SHEET

GYPSUM WALL BOARD

HARDNHB

HDHC

HM

HRHPHOR

HJTHDW

HBD

GLFGLV

GLCOM

GTGWB

GSTGSSGRNGRL

OPNGOPP

PERPRKG

PCCPCFPCPPED

PARPBD

NOMNRC

OAOCODOFFOH

NTS

GASKET (ED)GRADE, GRADING

GLASS BLOCKGLASS, GLAZING

GD

GLGKT

GLB

N

NICN0,#

NAT

OPENING

PERIMETER

PRECAST CONCRETEPARTICLE BOARD

POUNDS PER CUBIC FOOTPRECAST CONCRETE PLANK

OPPOSITE

PARKING

PEDESTAL

PARALLEL

COEFFICIENTNOISE REDUCTION

OVERHEAD

OUTSIDE DIAMETERON CENTER (S)

NOT TO SCALE

NOMINAL

OVERALL

OFFICE

T & BTB

TEMP

TCS

T&G

TDCTEL

THKTHRESH

TC

THRESHOLD

TELEPHONE

STEEL

TEST BORING

THICK (NESS)

TERRA COTTA

STRSTL

SURF

TTAP

SYSSYNSYMSUSP

STEEL

SURFACESTRUCTURAL

SYNTHETICSYSTEM

TREADTAPERED

SYMMETRY (ICAL)SUSPENDED

NOT IN CONTRACTNUMBER

NATURALNORTH SPEC

SQSSTSTD STANDARD

SQUARESPECIFICATION

ABBREVIATIONS

MATERIALS LEGEND

ALUMINUM

BATT INSULATION

BRICK

CMU

CONCRETE

EARTH

GYPSUM WALLBOARD

MARBLE, GRANITE

PLYWOOD

POROUS FILL, GRAVEL STONE

RIGID INSULATION

RUBBLE STONE

SHIM / BLOCKING

STEEL

WOOD, FINISHED

WOOD, ROUGH

CUT STONE

DRAFTING SYMBOLS

A101

1

101

A101

1

1

1

1

A101

1

1 1

1

Room name

101150 SF

1

A101

1i

1t

EXTERIOR ELEVATION

INTERIOR ELEVATION

INTERIOR ELEVATION

DETAIL VIEW

ROOM & AREA

BUILDING ASSEMBLY(WALL, FLOOR, ROOF)

?

WINDOW

DOOR

KEYNOTE

1 REVISION

407 DUDLEY STREET, SUITE #8BOSTON, MA 02119

617.502.1120

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VANKOSTUDiO

ARCHITECTS

5/24/2019 4:23:52 PM THREE FAMILY DEVELOPMENT

7 OAK STREET SOMERVILLE MA

EXISTING PHOTOGRAPHSSheet List

# name SD DD CD BID IFC

A000 COVER SHEET Yes

A001 CONTEXT SITE PLAN & ZONING Yes

A002 PROPOSED PLANTING & LOT COVERAGE PLANS Yes

A004 PROPOSED AREA PLANS Yes

A005 MASSING VIEWS Yes

A006 SUN STUDIES Yes

A007 EXISTING STREET VIEW Yes

A101 GARDEN LEVEL PLANS Yes

A102 LEVEL 1 PLANS Yes



A200 EXISTING & PROPOSED NORTH & SOUTH ELEVATIONS Yes

A201 EXISTING & PROPOSED EAST ELEVATIONS Yes

A202 EXISTING & PROPOSED WEST ELEVATIONS Yes

DN

CONCORD AVENUE

OAK STREET

PROSPECT STREET NNNN

USE MAX FAR

EXISTING

PROPOSED

1.0

ZONING INFORMATION - 7 OAK STREETZONING DISTRICT - SOMERVILLEZONING SUB-DISTRICT - RBARTICLE - N/AOVERLAYS - N/A

ZONING

BUILDING HEIGHT

3 ST40'-0"

LOT SIZE LOT SIZE PER DW. UNIT

1,500 SF FOR 1-9 UNITS

LOT REQ'D FOR EA ADD DW. UNIT

MIN LANDSCAPED AREA

LOT FRONTAGE FRONT YARD SIDE YARD REAR YARD

20'-0"10'-0" 10'-0"

VIOLATIONS

MAX GROUND COVERAGE

PARKING

7,500 SF 50'-0"50% 25%-3 FAMILY

2-1/2 ST33'-7"

2 FAMILY0.49

3,840 SF BUILDING7,800 SF LAND

7,800 SF -3,903 SF FOR 2 UNITS 65'-0"

1.5 FOR UNITS WITH 1-2 BEDS2.0 FOR UNITS WITH 3 OR MORE BEDS

14% 49% 15'-2" 1'-5" +/-41'-10"

28'-1"

(1) 1 FAMILY(1) 2 FAMILY

3 FAMILIES TOTAL

0.826,397 SF BUILDING

7,800 SF LAND

15'-0"

2 PARKING SPACES

COMPLIES - NO VIOLATION










COMPLIES - NOVIOLATION


PERVIOUS AREA

35% MIN

66%5,150 SF PERVIOUS


REQUIRES SPECIAL PERMIT

2-1/2 ST33'-11" +/-

7,800 SF 7,800 SF FOR 3 UNITS - 65'-0" 1'-5" +/- (EXISTING)10'-0"

45'-0"32%(2,528 SF STRUCTURE

7,800 SF LAND)

60%(4,703 SF LANDSCAPED

7,800 SF LAND)

60%4,703 SF PERVIOUS

3 PARKING SPACES, 6 REQUIRED

Scale

Date


617.502.1120

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PROJECT ADDRESS

ARCHITECT

DESIGN TEAM CONSULTANT(S)

SHEET NAME

Revision

Rev' Issue

VANKOSTUDiO

ARCHITECTS

REGISTERED PROFESSIONAL

APPROVALS

Sheet Use

PROJECT PHASE

ADAM DASH, ESQ.ADAM DASH & ASSOCIATES 48 GROVE STREET, SUITE 304SOMERVILLE MA 02144617-625-7373

As indicated

A001

CONTEXT SITE PLAN & ZONING

THREE FAMILY DEVELOPMENT


5/24/2019

ZBA SUBMISSION

ZONING BOARD OF APPEALSSUBMISSION

DN

RET - RELOCATED EXISTING TREE

ND8 - NATIVE DECIDUOUS, 8" CALIPER

ND4 - NATIVE DECIDUOUS, 4" CALIPER

ES - EVERGREEN SHRUB

NGL - NATIVE GRASS LAWN

NCT - NATIVE CONIFER TREE, 4" CALIPER

EX - EXISTING TREE

2733 SF LAWN

2528 SF STRUCTURE

1970 SF DRIVEWAY

499 SF ON GRADE PATIO

9X18

9X18

9X18

NCT

NCT NCT ND4 ND8

ND8

ND4

ES

ES

ND4

ND4

ND4

ND4

ES

ES

NCTRET

NGL

SIDE SETBACK

10' - 0"

10' - 7 5/8"

FRON

T SE

TBAC

K

15' -

0"

1' - 4 5/8"

NCT NCT ND4 ND8

ND8

ND4

ES

ES

ND4

ND4

ND4

ND4

ES

ES

NCTRET

ES

ES

NGL

Scale

Date


617.502.1120

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SHEET NAME

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Rev' Issue

VANKOSTUDiO

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APPROVALS

Sheet Use

PROJECT PHASE


As indicated

A002

PROPOSED PLANTING & LOTCOVERAGE PLANS



5/24/2019

ZBA SUBMISSION


1/8" = 1'-0"1111

LOT COVERAGE PLANLOT COVERAGE PLANLOT COVERAGE PLANLOT COVERAGE PLAN 1/8" = 1'-0"

2222PLANTING PLANPLANTING PLANPLANTING PLANPLANTING PLAN

743 SF

BASEMENT

126 SF

STORAGE & MECH

492 SF

STORAGE & MECH

1031 SF

LEVEL 1933 SF

LEVEL 2

514 SF

LEVEL 3

Scale

Date


617.502.1120

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PROJECT PHASE


3/16" = 1'-0"

A003

EXISTING AREA PLANS



5/24/2019

ZBA SUBMISSION


3/16" = 1'-0"1111

EXISTING BASEMENTEXISTING BASEMENTEXISTING BASEMENTEXISTING BASEMENT 3/16" = 1'-0"

2222EXISTING LEVEL 1EXISTING LEVEL 1EXISTING LEVEL 1EXISTING LEVEL 1

3/16" = 1'-0"3333

EXISTING LEVEL 2EXISTING LEVEL 2EXISTING LEVEL 2EXISTING LEVEL 2 3/16" = 1'-0"

4444EXISTING LEVEL 3EXISTING LEVEL 3EXISTING LEVEL 3EXISTING LEVEL 3

EXISTING AREA SUMMARY

Name Level Area

BASEMENT EXISTING BASEMENT 743 SF

743 SF

LEVEL 1 EXISTING LEVEL 1 1031 SF

1031 SF


933 SF


514 SF

STORAGE & MECH EXISTING BASEMENT 126 SF

STORAGE & MECH EXISTING BASEMENT 492 SF

619 SF

3840 SF

DW

UP

DN

743 SF

STORAGE

30 SF

COMMON

282 SF

MECH

143 SF

MECH

949 SF

UNIT B

965 SF

UNIT A

34 SF

COMMON

58 SF

UNIT C

1034 SF

UNIT B

1092 SF

UNIT C

927 SF

UNIT A

791 SF

UNIT C

516 SF

UNIT A

Scale

Date


617.502.1120

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SHEET NAME

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Rev' Issue

VANKOSTUDiO

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APPROVALS

Sheet Use

PROJECT PHASE


1/8" = 1'-0"

A004

PROPOSED AREA PLANS



5/24/2019

ZBA SUBMISSION


1/8" = 1'-0"1111

00 00 00 00 ---- BASEMENT BASEMENT BASEMENT BASEMENT 1/8" = 1'-0"

222201 01 01 01 ---- LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1

1/8" = 1'-0"3333

02 02 02 02 ---- LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 1/8" = 1'-0"

444403 03 03 03 ---- LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3

PROPOSED AREA SUMMARY

Name Level Area

COMMON EXISTING BASEMENT 30 SF

COMMON EXISTING LEVEL 1 34 SF

64 SF

MECH EXISTING BASEMENT 282 SF

MECH EXISTING BASEMENT 143 SF

425 SF

STORAGE EXISTING BASEMENT 743 SF

743 SF

UNIT A EXISTING LEVEL 1 965 SF



2409 SF

UNIT B EXISTING BASEMENT 949 SF

UNIT B EXISTING LEVEL 1 1034 SF

1984 SF

UNIT C EXISTING LEVEL 1 58 SF



1941 SF

7565 SF

FAR AREA SUMMARY

Name Level Area

COMMON EXISTING BASEMENT 30 SF

COMMON EXISTING LEVEL 1 34 SF

64 SF




2409 SF

UNIT B EXISTING BASEMENT 949 SF

UNIT B EXISTING LEVEL 1 1034 SF

1984 SF




1941 SF

6397 SF

Scale

Date


617.502.1120

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PROJECT PHASE


A005

MASSING VIEWS



5/24/2019

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Scale

Date


617.502.1120

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Rev' Issue

VANKOSTUDiO

ARCHITECTS


APPROVALS

Sheet Use

PROJECT PHASE


1" = 50'-0"

A006

SUN STUDIES



5/24/2019

ZBA SUBMISSION


WINTER SOLSTICESUMMER SOLSTICE

SPRING EQUINOXFALL EQUINOX

PROPOSED EXISTING PROPOSED EXISTING

PROPOSED EXISTING PROPOSED EXISTING

NNNN

Scale

Date


617.502.1120

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A007

EXISTING STREET VIEW



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DEMOLITION NOTES

1. PRESENCE OF HAZARDOUS MATERIAL IS UNKNOWN. GENERAL CONTRACTOR TO PROCURE ENVIRONMENTAL SERVICES AS REQ'D FOR SUSPICIOUS MATERIALS

2. PROTECT ALL EXISTING WALLS, MOLDINGS, CEILINGS, FLOORS, DOORS, WINDOWS, LIGHTS, COLUMNS, PLUMBING, HVAC, ETC. TO REMAIN

3. AFTER REMOVAL/DEMOLITION, LEAVE ADJACENT AND REMAINING SURFACES READY FOR NEW WORK

4. REMOVE ALL WALL AND WINDOW TREATMENTS. PATCH ALL PENETRATIONS (EXAMPLE: WINDOW TREATMENT HOLES IN WALLS AND MOLDINGS) INCURRED FROM PREVIOUS TENANCY.

5. REMOVE ANY APPLIED FLOORING (EX: SHEETGOOD, TILE, CARPET)ORIGINAL

HARDWOOD TO BE EXPOSED6. IDENTIFY, PROTECT, AND AVOID DISRUPTING ALL WIRING AND EQUIPMENT TO

REMAIN. COORDINATE A TEMPORARY CONNECTION IF NECESSARY7. REMOVE ALL INTERIOR SWITCHES, RECEPTACLES/OUTLETS, AND LIGHT

FIXTURES. PREPARE FOR REPLACEMENT SWITCHES, RECEPTACLES/OUTLETS, AND LIGHT FIXTURES

8. FOR TERMINATED OR ABANDONED CIRCUITS, REMOVE ASSOCIATED WIRING (INCLUDING COMMUNICATIONS CABLING) BACK TO BUILDING PANELS.

9. ALL SUSPENDED OR APPLIED CEILINGS TO BE DEMOLISHED. REPAIR WITH PLASTER AS NECESSARY

10. REMOVE ALL EQUIPMENT WITHIN RESIDENTIAL UNITS INCLUDING BOILERS, RADIATORS, WATER HEATERS, ETC.

DEMOLISHED

DEMOLITION LINETYPE

A2011

A200

3

A202 1

A200

2

A2011

A200

3

A202 1

A200

2

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Date


617.502.1120

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SHEET NAME

Revision

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APPROVALS

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PROJECT PHASE


As indicated

A101

GARDEN LEVEL PLANS



5/24/2019

ZBA SUBMISSION


1/8" = 1'-0"1111

00 00 00 00 ---- PROPOSED BASEMENT PLAN PROPOSED BASEMENT PLAN PROPOSED BASEMENT PLAN PROPOSED BASEMENT PLAN 1/8" = 1'-0"

222200 00 00 00 ---- DEMO BASEMENT PLAN DEMO BASEMENT PLAN DEMO BASEMENT PLAN DEMO BASEMENT PLAN

DW

DEMOLITION NOTES












DEMOLISHED

DEMOLITION LINETYPE

A2011

A200

3

A202 1

A200

2

FRON

T YA

RD S

ETBA

CK

15' -

0"

REAR

YAR

D SE

TBAC

K

45' -

0"

EXISTING SIDE YARD SETBACK1' - 4 5/8"

10' - 7 5/8"

A2011

A200

3

A202 1

A200

2

Scale

Date


617.502.1120

ABCDEFGHIJ

ABCDEFGHIJ

11

2

3

4

5

6

7

2

3

4

5

6

7

88

K

K

PROJECT NAME

PROJECT ADDRESS

ARCHITECT


SHEET NAME

Revision

Rev' Issue

VANKOSTUDiO

ARCHITECTS


APPROVALS

Sheet Use

PROJECT PHASE


As indicated

A102

LEVEL 1 PLANS



5/24/2019

ZBA SUBMISSION


1/8" = 1'-0"1111

01 01 01 01 ---- PROPOSED LEVEL 1 PLAN PROPOSED LEVEL 1 PLAN PROPOSED LEVEL 1 PLAN PROPOSED LEVEL 1 PLAN 1/8" = 1'-0"

222201 01 01 01 ---- DEMO LEVEL 1 PLAN DEMO LEVEL 1 PLAN DEMO LEVEL 1 PLAN DEMO LEVEL 1 PLAN

DEMOLITION NOTES












DEMOLISHED

DEMOLITION LINETYPE

A2011

A200

3

A202 1

A200

2

REAR

YAR

D SE

TBAC

K

45' -

0"

SIDE YARD SETBACK

10' - 0"

FRON

T YA

RD S

ETBA

CK

15' -

0"

EXISTING SIDE YARD SETBACK1' - 4 5/8"

10' - 7 5/8"

A2011

A200

3

A202 1

A200

2

Scale

Date


617.502.1120

ABCDEFGHIJ

ABCDEFGHIJ

11

2

3

4

5

6

7

2

3

4

5

6

7

88

K

K

PROJECT NAME

PROJECT ADDRESS

ARCHITECT


SHEET NAME

Revision

Rev' Issue

VANKOSTUDiO

ARCHITECTS


APPROVALS

Sheet Use

PROJECT PHASE


As indicated

A103

LEVEL 2 PLANS



5/24/2019

ZBA SUBMISSION


1/8" = 1'-0"1111

02 02 02 02 ---- PROPOSED LEVEL 2 PLAN PROPOSED LEVEL 2 PLAN PROPOSED LEVEL 2 PLAN PROPOSED LEVEL 2 PLAN 1/8" = 1'-0"

222202 02 02 02 ---- DEMO LEVEL 2 PLAN DEMO LEVEL 2 PLAN DEMO LEVEL 2 PLAN DEMO LEVEL 2 PLAN

DEMOLITION NOTES












DEMOLISHED

DEMOLITION LINETYPE

A2011

A200

3

A202 1

A200

2

A2011

A200

3

A202 1

A200

2

Scale

Date


617.502.1120

ABCDEFGHIJ

ABCDEFGHIJ

11

2

3

4

5

6

7

2

3

4

5

6

7

88

K

K

PROJECT NAME

PROJECT ADDRESS

ARCHITECT


SHEET NAME

Revision

Rev' Issue

VANKOSTUDiO

ARCHITECTS


APPROVALS

Sheet Use

PROJECT PHASE


As indicated

A104

LEVEL 3 PLANS



5/24/2019

ZBA SUBMISSION


1/8" = 1'-0"1111

03 03 03 03 ---- DEMO LEVEL 3 PLAN DEMO LEVEL 3 PLAN DEMO LEVEL 3 PLAN DEMO LEVEL 3 PLAN 1/8" = 1'-0"

222203 03 03 03 ---- PROPOSED LEVEL 3 PLAN PROPOSED LEVEL 3 PLAN PROPOSED LEVEL 3 PLAN PROPOSED LEVEL 3 PLAN

00 - GRADE

100' - 0"

EXISTING LEVEL 1

105' - 3"

EXISTING LEVEL 2

114' - 6"

EXISTING LEVEL 3

123' - 2"

EXISTING

BASEMENT

97' - 8"

NEW BASEMENT

93' - 0"

00 - GRADE

100' - 0"

NEW LEVEL 1

103' - 0"

NEW LEVEL 2

113' - 0"

NEW LEVEL 3

122' - 0"

T.O. NEW

RIDGELINE

133' - 11"

EXISTING

BASEMENT

97' - 8"

NEW BASEMENT

93' - 0"

00 - GRADE

100' - 0"

NEW LEVEL 1

103' - 0"

NEW LEVEL 2

113' - 0"

NEW LEVEL 3

122' - 0"

T.O. NEW

RIDGELINE

133' - 11"

EXISTING

BASEMENT

97' - 8"

NEW BASEMENT

93' - 0"

33' -

11"

00 - GRADE

100' - 0"

EXISTING LEVEL 1

105' - 3"

EXISTING LEVEL 2

114' - 6"

EXISTING LEVEL 3

123' - 2"

EXISTING

BASEMENT

97' - 8"

Scale

Date


617.502.1120

ABCDEFGHIJ

ABCDEFGHIJ

11

2

3

4

5

6

7

2

3

4

5

6

7

88

K

K

PROJECT NAME

PROJECT ADDRESS

ARCHITECT


SHEET NAME

Revision

Rev' Issue

VANKOSTUDiO

ARCHITECTS


APPROVALS

Sheet Use

PROJECT PHASE


3/16" = 1'-0"

A200

EXISTING & PROPOSED NORTH& SOUTH ELEVATIONS



5/24/2019

ZBA SUBMISSION


3/16" = 1'-0"1111

SOUTH (EXISTING)SOUTH (EXISTING)SOUTH (EXISTING)SOUTH (EXISTING) 3/16" = 1'-0"

2222SOUTH (PROPOSED)SOUTH (PROPOSED)SOUTH (PROPOSED)SOUTH (PROPOSED)

3/16" = 1'-0"3333

NORTH (PROPOSED)NORTH (PROPOSED)NORTH (PROPOSED)NORTH (PROPOSED) 3/16" = 1'-0"

4444NORTH (EXISTING)NORTH (EXISTING)NORTH (EXISTING)NORTH (EXISTING)

00 - GRADE

100' - 0"

NEW LEVEL 1

103' - 0"

NEW LEVEL 2

113' - 0"

NEW LEVEL 3

122' - 0"

T.O. NEW

RIDGELINE

133' - 11"

EXISTING

BASEMENT

97' - 8"

NEW BASEMENT

93' - 0"

00 - GRADE

100' - 0"

NEW LEVEL 1

103' - 0"

EXISTING LEVEL 1

105' - 3"

EXISTING LEVEL 2

114' - 6"

EXISTING LEVEL 3

123' - 2"

T.O. NEW

RIDGELINE

133' - 11"

EXISTING

BASEMENT

97' - 8"

Scale

Date


617.502.1120

ABCDEFGHIJ

ABCDEFGHIJ

11

2

3

4

5

6

7

2

3

4

5

6

7

88

K

K

PROJECT NAME

PROJECT ADDRESS

ARCHITECT


SHEET NAME

Revision

Rev' Issue

VANKOSTUDiO

ARCHITECTS


APPROVALS

Sheet Use

PROJECT PHASE


3/16" = 1'-0"

A201

EXISTING & PROPOSED EASTELEVATIONS



5/24/2019

ZBA SUBMISSION


3/16" = 1'-0"1111

EAST (PROPOSED)EAST (PROPOSED)EAST (PROPOSED)EAST (PROPOSED)

3/16" = 1'-0"2222

EAST (EXISTING)EAST (EXISTING)EAST (EXISTING)EAST (EXISTING)

00 - GRADE

100' - 0"

NEW LEVEL 1

103' - 0"

EXISTING LEVEL 1

105' - 3"

NEW LEVEL 2

113' - 0"

EXISTING LEVEL 2

114' - 6"

NEW LEVEL 3

122' - 0"

EXISTING LEVEL 3

123' - 2"

T.O. NEW

RIDGELINE

133' - 11"

EXISTING

BASEMENT

97' - 8"

NEW BASEMENT

93' - 0"

00 - GRADE

100' - 0"

EXISTING LEVEL 1

105' - 3"

EXISTING LEVEL 2

114' - 6"

EXISTING LEVEL 3

123' - 2"

T.O. NEW

RIDGELINE

133' - 11"

EXISTING

BASEMENT

97' - 8"

Scale

Date


617.502.1120

ABCDEFGHIJ

ABCDEFGHIJ

11

2

3

4

5

6

7

2

3

4

5

6

7

88

K

K

PROJECT NAME

PROJECT ADDRESS

ARCHITECT


SHEET NAME

Revision

Rev' Issue

VANKOSTUDiO

ARCHITECTS


APPROVALS

Sheet Use

PROJECT PHASE


3/16" = 1'-0"

A202

EXISTING & PROPOSED WESTELEVATIONS



5/24/2019

ZBA SUBMISSION


3/16" = 1'-0"1111

WEST (PROPOSED)WEST (PROPOSED)WEST (PROPOSED)WEST (PROPOSED)

3/16" = 1'-0"2222

WEST (EXISTING)WEST (EXISTING)WEST (EXISTING)WEST (EXISTING)

k j i h g f e d c b a vanko studio oak st_… · 499 sf on grade patio 9x18 9x18 9x18 nct nct nct...

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