c:users bubnelisdownloadsq04 mf64-pearl front - sd … · 2020-02-06 · cctv cg c symbols...

Project number

DateDrawn byChecked byScale

ARCHITECT

17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143

TELEPHONE: 617-591-8682 FAX: 617-591-2086

CLIENT

PROJECT NAME

PROJECT ADDRESS

REVISIONS

REGISTRATION

CONSULTANTS:

COPYRIGHT KDI © 2015THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW

8/29

/201

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A-000Cover Sheet

161048-29-2017

NBJSK

64 PEARL ST. (Front)

64 PEARL ST.(Front)

64 Pearl St. LLC

64 Pearl St.Cambridge, MA

Architectural Drawing ListSheet Number Sheet Name Sheet Issue Date

A-000 Cover Sheet 8/29/17A-001 General Notes & Abreviations 8/29/17A-021 Architectural Site Plan & FAR Calculations 8/29/17A-100 Floor Plans 8/29/17A-300 Elevations 8/29/17AD-101 Demolition Plans 09/30/16AEX-101 Existing Plans 10/24/16AEX-102 Existing Elevations & Section 10/24/16AV-2 Perspectives 8/29/17

ARCHITECTKHALSA DESIGN INC.

ADDRESS:17 IVALOO STREET, SUITE 400

SOMERVILLE, MA 02143

STRUCTURAL

ADDRESS:

PROJECT:64 Pearl St. (Front)

PROJECT ADDRESS:64 PEARL ST.

CAMBRIDGE, MASSACHUSETTS

CLIENT64 PEARL ST. LLC

ADDRESS:

CIVILDESIGN CONSULTANTS, INC.

ADDRESS:265 MEDFORD ST.

SOMERVILLE, MA 02143TELEPHONE:(617) 776-3350

SD SET8-29-2017

No. Description Date

1" = 80'-0"2 Locus Map

LOCUS MAP

SD SMOKE DAMPERPEDPCD PAPER CUP DISPENSER

PEDESTALLT LIGHTEP EXPLOSION PROOFDBA BUILDING ACCESSORY

DEPTH OR DEEPDEMOLITION

DRINKING FOUNTAIN

DISTRIBUTION

DUMMY JOINT

DEMOUNTABLE PARTITIONDATA PROCESSING

DOWNSPOUTDUMBWAITER

ELECTRIC CABINETEXHAUST FANEXTERIOR INSULATION AND FINISH SYSTEM

DEPRESSIONDEPARTMENT

DDEMO

BCBDBFE

BBD BULLETIN BOARDBRICK COURSESBOARDBOTTOM FOOTING ELEVATION

DETDEPT

DFDIADIAGDIFFDIMDISPDISTDIV

DWLS

DN

DRDSDWDWG

DPDP

DJT

E

EEXISTECEFEIFS

BITBKTBLDGBLKG

BMBO

BLW

BOFBOT

BLT

BRLBRG

BSMTBTWNBUR

BR

CC DISPCAB

CHCJTCCTV

CG

C

SYMBOLS

TELEVISION

BITUMINOUSBRACKETBUILDINGBLOCKINGBORROWED LIGHTBELOWBEAMBY OWNERBY OWNER FUTUREBOTTOMBRICKBEARINGBRICK LEDGEBASEMENTBETWEENBUILT-UP ROOFING

CHANNELCUP DISPENSERCABINETCORNER GUARDCOAT HOOKCONTROL JOINTCLOSED CIRCUIT

EXISTING

DETAIL/S

DOWELS

DIAMETERDIAGONALDIFFUSERDIMENSIONDISPENSER

DIVISION

DOWN

DOOR

DRAWING

EXISTING

BG BUMPER GUARD DEPR

LTGLVRLWC

LIGHTINGLOUVERLINEAR WOOD CEILING

M

MANMATLMAXMBD

M

MET

MCUMECHMEMB

MFRMHMHCMIN

MEZZ

MC

METAL

MODULAR COOLING UNITMECHANICALMEMBRANE

MEZZANINEMANUFACTURERMANHOLE

MINIMUM

MIDDLEMANUALMATERIALMAXIMUMMARKER BOARDMEDICINE CABINET

MISCMOMONOMPCMPU

MULLMTRMTD

MULLION

MISCELLANEOUSMASONRY OPENINGMONOLITHICMETAL PAN CEILINGMULTI-PURPOSE UNITMOUNTEDMOTOR

MIR MIRROR

MATERIAL HANDLING CONVEYOR

HIGHH

HEQUALEQEQUIPESEWC

EQUIPMENTEND SECTIONELECTRIC WATER COOLER

HAND DRYERHANDICAPHEADERHARDWAREHOLLOW METALHORIZONTALHIGHPOINTHANDRAILHEIGHTHEATER

HOT WATERHARDWOOD

I

HDHDCPHDRHDWHMHORIZHPTHRHTHTRHVAC

HWHWD

INCHINSIDE DIAMETER

INSULATIONINTERIORISOLATION

IDININSULINTISO

IC INTERCOM

EXISTINGEXPANSIONEXTERIOR

EXCEXHEXISTEXPEXT

FIRE ALARM

FIRE HOSE

FAFBFD

FEFGSFHFHP

FDNFDV

F

FINISHFIXTUREFLOORFLOW LINE

FLEXIBLEFLANGE

FLASHING

FINFIXTFLFL

FLEXFLGFLUORFP

FLASH

FHV

EXCAVATE/-ED/-IONEXHAUST HOOD

FIRE BLANKETFLOOR DRAINFOUNDATIONFIRE DEPARTMENT VALVEFIRE EXTINGUISHERFOAM GASKET SEAL

FULL HEIGHT PARTITIONFIRE HOSE VALVE

FLUORESCENTFIRE PROOFING

EXA EXHAUST AIR HOSE BIBHB

INDICATION OF MATERIALS

HEATING, VENTILATING,AIR CONDITIONING

ALL WALLS AND CEILINGS TO BE 5/8in FIRE CODE OR 1/2in GYPSUM BOARD, 5/8in MOISTURE RESISTANTTYPE X OR 5/8in CEMENT BOARD. FINISH AND TEXTURE TO BE SELECTED BY OWNER. MATERIAL ASMANUFACTURED BY U.S. GYPSUM OR EQUAL FINISH (CEMENT ACCESSORIES AND TAPE OR SKIM COAT). ALL JOINTS AND NAIL HEADS READY FOR PAINT, TILE, WOOD TRIM, VWC, OR PANELING.

STORAGE : THE CONTRACTOR SHALL PROVIDE ON SITE WEATHER PROTECTED STORAGE SPACE, I.E.:TRAILER. STORAGE OF CONSTRUCTION MATERIALS IN THE EXISTING BUILDING WILL NOT BE PERMITTED.

PROTECTION : THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND ADJACENT AREAS FROM DAMAGEDURING CONSTRUCTION.

TEMPORARY SERVICES : THE CONTRACTOR WILL PAY FOR EXISTING SERVICES (WATER, TELEPHONE ANDELECTRICITY) AND WILL TURN OVER THESE SERVICES TO THE OWNER UPON FINAL ACCEPTANCE OF THISPROJECT.

THE CONTRACTOR SHALL VERIFY LOCATION AND ACTUAL DEPTH OF ALL EXISTING SANITARY PIPING,STORM DRAINS, GAS AND WATER MAINS, ELECTRIC LINES AND PIPES. HE IS ALSO ADVISED TOVERIFY ACTUAL INVERTS OF SANITARY AND STORM LINES BY HAND DUG TEST PITS WELL IN ADVANCEOF TRENCHING AND CONSTRUCTION. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONSSHALL BE REPORTED TO THE ARCHITECT. ALL NECESSARY PERMITS AND APPROVALS MUST BEOBTAINED FROM PROPER AUTHORITIES.

ARCHITECTURAL, MECHANICAL, ELECTRICAL, ELEVATOR, & SPRINKLER : EACH CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.

ALL WORK IS NEW UNLESS OTHERWISE NOTED.

DAMAGE : THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING BUILDING,WALLS, CEILINGS, FLOORS, FURNITURE AND FURNISHINGS. DAMAGED SURFACES DUE TOCONSTRUCTION TO BE PATCHED, REPAIRED AND/OR REPLACED AS REQUIRED AND BLEND TO MATCHEXISTING ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER.

CARPET AND/OR TILE : CARPET AND/OR TILE AS SELECTED AS PER DRAWINGS.

HANDICAPPED REQUIREMENTS : THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THEARCHITECTURAL ACCESS BOARD (AAB) CODE FOR THE STATE OF MASSACHUSETTS AND THE ADA(AMERICANS WITH DISABILITIES ACT) TO ENSURE THAT THIS FACILITY WILL BE ACCESSIBLE.

SPRINKLER HEAD LOCATION : REFER TO N.F.P.A. STANDARDS. SPRINKLER HEADS TO BE LOCATEDPER CODE. SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED TO THE CONTRACTOR FOR APPROVALPRIOR TO INSTALLATION.

THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF OPENINGS FOR VENTS,PIPES, INSERTS, BOXES, HANGERS, ETC.

ALL INTERIOR FINISHES AND FURNISHINGS FOR CEILINGS, WALL AND FLOORS SHALL BE CLASS 1inWITH A FLAME SPREAD RATING OF 0 TO .25.

SUBMIT SAMPLES OF ALL PAINTS AND STAINS FOR APPROVAL PRIOR TO APPLICATION.

BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR WILL MEET WITH THE APPOINTED COMPANYREPRESENTATIVE TO OUTLINE PHASING OF CONSTRUCTION AND DISPOSITION OF EXISTINGCONSTRUCTION MATERIALS AND/OR EQUIPMENT.

ALL WOODS BLOCKING TO BE PRESSURE TREATED, FIRE RETARDANT.

THE GENERAL CONTRACTOR SHALL PREPARE A BOOKLET CONTAINING : LIST OF SUBCONTRACTORS USED ON THIS JOB WITH NAMES, ADDRESSES AND TELEPHONE NUMBERS. ALL WARRANTIES ANDINSTRUCTION MANUALS FOR EQUIPMENT AND MATERIALS INSTALLED WILL BE ISSUED TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF BUILDING, AND PRESENT BOOKLET TO OWNER PRIOR TOFINAL ACCEPTANCE OF OWNER.

SDISPSECTSECYSF

SOAP DISPENSERSECTIONSECRETARYSTORE FRONT

PLPLPLAM

PLATEPROPERTY LINEPLASTIC LAMINATE

UUCUFDUG

UNFINUNOUSUTIL

UH

URINALUNDERCUT

UTILITY

UNIT HEATERUNFINISHED

VESTIBULEVERTICALVENTILATION

V

VESTVERTVENTVC VALVE CABINET

UNDER FLOOR DUCTUNDERGROUND

UNLESS NOTED OTHERWISEUTILITY SHELF

VTR VENT THROUGH ROOFVR VAPOR RETARDER

SHSHDSHTSHTGSIMSLSLNTSLVSM

SNDSOGSPSPECSPRSQSQ YDSRSSSST

SNC

STAINLESS STEEL

SHOWERSHOWER HEADSHEETSHEATHINGSIMILARSEALERSEALANTSLEEVESURFACE MOUNTEDSANITARY NAPKIN CABINET

SLAB ON GRADESTANDPIPESPECIFICATIONSSINGLE PLY ROOFSQUARESQUARE YARDSERVICE RECEPTORSERVICE SINK

SANITARY NAPKIN DISPOSER

STCSTDSTLSTNSTNLSTORSTRUCT

ST STONE TILESOUND TRANSMISSIONSTANDARDSTEELSTONESTONE LEDGESTORAGESTRUCTURAL

STREETST

20.

19.

18.

17.

23.

25.

24.

22.

21.

PLSPLWPNLPR

PRIMPROJPRV

PRESS

PRELIMPRES

PTCPTRPVC

Q

PT

PLASTERPLYWOODPANELPAIRPRELIMINARYPLASTIC RESINPRESSUREPRIMARYPROJECTIONPOWER ROOF VENTILATORPAINTPAPER TOWEL CABINETPRINTERPOLYVINYL CHLORIDE

QUARRY TILEQT

1.

3.

2.

4.

6.

5.

7.

8.

GENERAL NOTES

GENERAL CONDITIONS : THE GENERAL CONDITIONS FOR THIS CONTRACT SHALL BE AIA DOCUMENTA201 (1987 EDITION) EXCEPT AS HEREIN AMENDED.

SCOPE : WORK TO INCLUDE DEMOLITION AND CONSTRUCTION AS INDICATED ON THE DRAWINGSNECESSARY FOR A COMPLETE INSTALLATION. EACH CONTRACTOR SHALL RESPECT THE WORK OFOTHER CONTRACTORS AND ARE RESPONSIBLE FOR AND LIABLE TO REPAIR OR REPLACE ANYDAMAGE CAUSED BY THEIR WORK.

CODES : ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL AND STATECODES AND REGULATIONS HAVING JURISDICTION. THE CONTRACTOR SHALL PROTECT ANDINDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM ANYSUCH CODE OR REGULATION.

THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTIONS ANDAPPROVALS.

QUALITY : WORKMANSHIP SHALL BE OF THE HIGHEST TYPE, AND MATERIALS USED OR SPECIFIED OFTHE BEST QUALITY THAT THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALLCONFORM TO THE MANUFACTURERS SPECIFICATIONS.

COORDINATION OF THE WORK : THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK CONTRACTFROM THE CONTRACTOR OR THE OWNER. THE CONTRACTORS INSTRUCTIONS SHALL BE FOLLOWED BYALL TRADES.

MECHANICAL TRADES : THE MECHANICAL AND ELECTRICAL TRADES SHALL INSTALL THEIR WORK ASRAPIDLY AS THE OTHER WORK PERMITS AND SHALL COMPLETE THIS WORK BY THE TIME THE OTHERTRADES HAVE FINISHED.

UPLBG PLUMBING SF SQUARE FOOT

30.

29.

28.

27.

26.

33.

32.

31.

9.

10.

13.

12.

11.

14.

15.

16.

SEPARATE CONTRACTS : THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN CONNECTIONWITH THE WORK. THE GENERAL CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLEOPPORTUNITY FOR THE EXECUTION OF THEIR WORK AND SHALL PROPERLY CONNECT AND COORDINATEHIS WORK WITH THEIRS.

GUARANTEE : ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEARFROM THE DATE OF FINAL ACCEPTANCE UNLESS SPECIFIED OTHERWISE FOR A LONGER PERIODOF TIME ON CERTAIN ITEMS.

TRASH REMOVAL : PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL PROVIDEA CONSTRUCTION DUMPSTER AND PICKUP SERVICE FOR ALL CONSTRUCTION DEBRIS(DUMPSTER LOCATION TO BE COORDINATED WITH THE OWNER). AT THE END OF EACH DAY,THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE AND OR WITHIN THE BUILDING. IF TRASH AND DEBRIS ARE NOT REMOVED, THE OWNERMAY (AT HIS OPTION) PAY FOR THE REMOVAL AND BACK CHARGE THE CONTRACTOR.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC. SHOWN AND/OR NOTED ON ANY PLAN OR SECTION SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED.

THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS REQUIRED.THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION,OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE CONTRACTOROF THIS RESPONSIBILITY.

IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW NOR INDICATE ANY OR ALL FASTENING ORFRAMING TECHNIQUES /DEVICES, NOR BE ABLE TO SHOW ALL CONDITIONS PRESENT.

ALL WORK IS NEW UNLESS OTHERWISE NOTED.

EXAMINATION OF THE SITE AND DOCUMENTS : THE CONTRACTOR, BEFORE SUBMITTING HIS PROPOSAL,SHALL VISIT THE SITE AND EXAMINE FOR HIMSELF ALL CONDITIONS AND LIMITATIONS WHICH EFFECTTHE CONTRACT. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONTRACT DOCUMENTS. TITLESAND SUBDIVISIONS IN THESE DOCUMENTS ARE FOR CONVENIENCE, AND NO REAL OR ALLEGED ERRORSIN ARRANGEMENT OF MATTER SHALL BE REASON FOR OMISSION OR DUPLICATION BY ANY CONTRACTOR.

COILING DOORCOILING GRILLECENTER LINE

CONSTRUCTION MANAGERCONCRETE MASONRY UNIT

CASED OPENING

COMBINATION/-ED

CONFERENCECONNECT/-ED,/-IONCONSTRUCTIONCONTINUE/OUSCONTRACT/ORCOORDINATE

CERAMIC TILE

COUNTERSUNKCABINET UNIT HEATERCURTAIN WALLCOLD WATER

ARCHITECTURAL ABBREVIATIONS

C

CDCGCLCLCLG

CMCMUCOCOCOLCOMBCONCCONFCONNCONST

CLR

CONTRCOORDCORRCPTCTCTRCTSKCUHCW

CYLCW

CONT

&

ABACFL

A

ACTAD

ADJ

ADDADDL

AFF

ALT

ADMIN

AHU

ADJ

ACOUS

APANUN

APC

ARCHAUTOAWT

APROX

B

ALUM

CONCRETE

ACCESS FLOORACOUSTICALACOUSTICAL CEILING TILEAREA DRAINADDENDUMADDITIONALADJUST/ABLEADJACENTADMINISTRATIONABOVE FINISH FLOORAIR HANDLING UNITALTERNATEALUMINUMANNUNCIATORACCESS PANELARCHITECTURAL PRECAST

APPROXIMATEARCHITECTURALAUTOMATICACOUSTICAL WALL TREATMENT

AND

ANCHOR BOLT CLASSCEILINGCLEAR

CLEANOUT

COLUMN

CONCRETE

CORRIDORCARPET

CENTER

CYLINDER

JANITOR

JOISTJOINT

JUNCTION BOX

KNOCK OUT

J

JAN

JTJSTJB

K

KO

LLLAV

LFLCD

LINLKR

LB

LMCLOCLPTLS

LLHLLV

ANGLELAVATORYLAVATORYPOUNDLINEAR CEILING DIFFUSERLINE FIGUREDLINEARLOCKERLONG LEG HORIZONTALLONG LEG VERTICALLINEAR METAL CEILINGLOCATION OR LOCATELOW POINTLAWN SPRINKLING

L

FRAMINGFULL SIZEFLOOR SINKFIRESTOPPINGFOOT/FEETFOOTING

FURRINGFUTURE

GAUGE

F

G

FRMGFSFS

FTGFTRFURRFUT

FSTOPFT

GA

GALVINIZEDGRAB BARGRADE BEAM

GENERATORGENERALGLASS

GRADEGYPSUM BOARD

GALVGBGBGCGENGENGLGMUGRGWBGWB/SK

GYP SHGT

GAL GALLONS

ELEVATOR

ELEVATION

E

EJT

ELECELEVEMERGENCL

EL

EQUAL

EOEPEQEQUIP

EWCEXAEXCEXH

ES

ENTR ENTRANCE

EXPANSIONEXTERIOREXISTING

ELEVATION

EXPEXTEEC

EJTEL

EFEIFS

ELEVATOR

ENTRANCE

EMERGENCLENTREO

ELECELEV

EXIST EXISTING

ELECTRICAL OUTLETEXPLOSION PROOF

EQUIPMENTEND SECTIONELECTRIC WATER COOLEREXHAUST AIREXCAVATE/-ED/-IONEXHAUST HOOD

ELECTRIC CABINETEXHAUST FAN

EXPANSION JOINT

ELECTRICAL

EMERGENCYENCLOSURE

EXTERIOR INSULATION AND FINISH SYSTEM

ELECTRICAL OUTLET

EXPANSION JOINT

ELECTRICAL

EMERGENCYENCLOSURE

FIN TUBE RADIATION

GENERAL CONTRACTOR

GLASS MASONRY UNIT

GYPSUM BLUE BOARD W/PLASTER SKIM COAT

GYPSUM SHEATHING

W

W

W

S

SUPVSUSPSWSW

STSSUPERVISORSUSPENDED

SWITCH

TOPTANGENTTACKBOARD

SYM

TTANTBD

T

SWD SOFTWOOD

STEEL STRUCTURE

STEEL WINDOWS

SYMMETRICAL

TELEPHONE

TERRAZZO

THRESHOLD

TCABTDISPTDRTEL

TERTGTHRESTPG

TEMP

TREAD

TELEVISIONTYPICAL

TRTRANSFTSTVTYP

TPH

TOWEL CABINETTISSUE DISPENSERTRENCH DRAIN

TEMPERATURE

TONGUE & GROOVE

TOILET PAPER HOLDER

TRANSFORMERTUBE SECTION

TEMPERED PLATE GLASS

TC TIME CLOCK

R

RRRARADRBRD

RECREFREFRREGREINFREMREQDRETREV

RE

RADIUSRISERRETURN AIRRADIATIONRESILIENT BASEROOF DRAINRELOCATE EXISTINGRECESSEDREFERENCEREFRIGERATORREGISTERREINFORCE/-ED/-INGREMOVEREQUIREDRETAININGREVERSE

RFRHRMRORSRWC

SINKSSCHEDSD

S

RESILIENT FLOORROOF HATCHROOMROUGH OPENINGROUGH SLABRAIN WATER CONDUCTOR

SCHEDULESHOWER DRAIN

REV REVISE

NA

NONOMNRC

NIC

N

NTS

OCODOFF

O

NT COEFFICIENT

NOT IN CONTRACTNUMBERNOMINALNOISE REDUCTION

NOTENOT TO SCALE

ON CENTEROUTSIDE DIAMETEROFFICE

NOT APPLICABLE

OP

OPP

OPEROPNG

ORD

PARTPBPC

P

OPERABLE PARTITIONOPERATOROPENINGOPPOSITEOVERFLOW ROOF DRAIN

PARTITIONPUSH BUTTONPRECAST CONCRETE

OH OVERHEAD

WWFWWWTWTWSCTWSWRWPWHTRWHCHWHWGWDWWDWCWCW/OW/ WITH

WIDTH/WIDE

WALL COVERINGWATER CLOSETWITHOUT

WIDE FLANGE

WAINSCOTWEATHERSTRIP

WATERPROOFWATER HEATERWHEELCHAIRWALL HYDRANTWALL GUARDWINDOWWOOD

WINDOW TREATMENT

WASTE RECEPTACLE

WOOD WINDOWWELDED WIRE FABRIC

WEIGHT

EARTH/COMPACT FILL

CONCRETE

BRICK

RUBBLE

STEEL/IRON

WOOD SHIM

PLYWOOD

GLASS

BATT/LOOSE FILL

FIRESAFING

GYPSUMWALL BOARD

EARTH

CONCRETE

MASONRY

STONE

METAL

WOOD

GLASS

INSULATION

FINISHES

POROUS FILL/GRAVEL

SANDMORTAR

CONCRETEMASONRY UNIT

MARBLE

ALUMINUM

CONTINUOUSBLOCKING

FINISH

GLASS BLOCK

RIGID

ACOUSTICALTILE

LEVEL LINE, CONTROL

OR DATUM ELEVATION

REVISION NUMBER

PARTITION TYPE

CASEWORK TYPE

INTERIOR WINDOW TYPE

WINDOW TYPE

COLUMN REFERENCE GRID

BUILDING SECTION

REFERENCE DRAWING

NUMBER

WALL SECTION

REFERENCE DRAWING

NUMBER

SECTION DETAIL

REFERENCE DRAWING

NUMBER

DETAIL REFERENCE

DRAWING NUMBER

EXTERIOR ELEVATION

NUMBER

INTERIOR ELEVATION KEY

ROOM/SPACE NUMBER

DOOR NUMBER

SEALANT AND

BACKER ROD JOINT

DASH AND DOT

CENTER LINE

DASH AND DOUBLE DOT

LINES

PROPERTY LINES, BOUNDARY

LINES

DOTTED LINE

HIDDEN OR CONSTRUCTION

ABOVE, BEYOND

BREAK LINE

TO BREAK OFF PARTS OF A

DRAWING

DIMENSION LINE

A

1 1/2"

AX.X

1

2

3

4

W

A

XAX.X

S

111B

141

6

C

W

XAX.X

XAX.X

XAX.X

XAX.X

XAX.X

Project number


ARCHITECT


TELEPHONE: 617-591-8682 FAX: 617-591-2086

CLIENT

PROJECT NAME

PROJECT ADDRESS

REVISIONS

REGISTRATION

CONSULTANTS:


8/29

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7 1:

27:4

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A-001

General Notes &Abreviations

161048-29-2017

N/AJSK


64 PEARL ST.(Front)

64 Pearl St. LLC



UP

UP

UP

UP

DN

UP

UP

UP

UP

DN

UP

DN

UP

DN

DN

LEGEND

EXISTING BUILDING TO DEMOLISH

OPEN SPACE UNDER 15'X15'

REQUIRED YARD SETBACK

PEARL STREET

LOT AREA: 4,564 SF

CONCRETEDRIVE

42.00'

56.0

0'

50.00'

98.0

0'

42.0

0'

8.00'

PUBLIC - 40' WIDE

GRANITE CURB

(34'

+ 24.

7')/6

= 9'

-7" (

MIN

. 10'

- 0")

FRO

NT

YAR

D10

' - 0

"

(34.

5 '+2

5'-2

" )/6

= 9'

-11"

(MIN

. 20'

-0")

REA

R Y

ARD

20' -

0"

(34.5'+24')/ 7= 8'-5"

SIDE YARD 8' - 5" (7'-6" MIN.)

SIDE YARD8' - 5"

8' -

5"

(34'+30')/ 7= 9'-1"

SIDE YARD9' - 1"

UNIT #1PROPOSED2 1/2 STORYBUILDING

EDGE OFEXISTING HOUSE

CONCRETE SIDEWALK

N

40' - 0"

8' -

6"

15' - 4"

PROPOSED BUILDING AREA

25' - 2"

EXISTINGWOOD GARAGETO DEMOLISH

PARKING #2

PARKING #1

UNIT #2EXISTING

2 1/2 STORYBUILDING

24' - 6"

AREA

WAY

TO B

ASEM

ENT

LIG

HTW

ELL

PRIVATE OPEN SPACE W/ MIN. 15'X15'

OPEN SPACE

693 SF

OPEN SPACE W/O MIN. 15'X15' 1,324 SF

TOTAL OPEN SPACE 2,017 SF

OPEN SPACE OVER 15'X15'

16' -

6"

MIN. DISTANCE BETWEEN BUILDINGS 5.13 SUM OFHEIGHTS / 6 OR 10'-0" MIN WHICHEVER IS GREATER.34.5' + 34.5' = 69' / 6' =11.5'11.5' MIN REQUIRED BETWEEN BUILDINGS

16' -

6"

8' -

6"8'

- 6"

18' - 0"

10' - 0 1/4"

10' -

0"

20' -

8 1

/4"

5' - 0"

10' - 4"

ZONING CHARTZONE : C-1

LOT AREA, MIN S.F.

LOT AREA, MIN S.F. / DU

MIN. LOT WIDTH

MIN. FRONT YARD

MAX HEIGHT

MIN RATIO OF PRIVATEOP. SP. TO LOT AREA

REQUIRED EXISTING PROPOSED REMARKS

MAX. FAR

5,000 S.F.

1,500 S.F. / DU= 2 DU

50' - 0"

H+L (a) / 4+2; MIN. 10'-0"

35'-0"

30% (1,369 S.F.)

50 % AREA REQ. TO BEPRIVATE OPEN SPACE(BELOW)= 685 SF

0.75 (3,423 S.F. MAX)

4,564 S.F. 4,564 SF

(34.5'+24.6')/6= 9'-10" (MIN. 10'-0")

MIN REAR YARD

PARKING 1 SPACE/DU= 2 SPACES

MIN SIDE YARDS H+L / 5+2 (n)

SETB

ACKS

7' - 6" MINIMUM

COMPLIES

(a) MEASURED FROMCENTERLINE OF STREET

(34.5'+24'-9")/ 7= 8'-6"(FRONT)(34.5'+24')/7=8'-5"(REAR)

XXX S.F. / DU = 2 DU PROPOSED COMPLIES

50'-0" COMPLIES

10' - 0"+/- 30'-0" FROM CENTER OF PEARL ST.

COMPLIES

FRONT UNIT (10'-0") LEFT(15'-4") RIGHT

REAR UNIT (8'-5") LEFT(8'-5") RIGHT

COMPLIESCOMPLIES / EXISTINGCOMPLIESCOMPLIES

34'-6" COMPLIES

44% (2,017 SF)

693 SF OF REQUIRED OPEN SPACEMEETS REQUIREMENTS FOR PRIVATEOPEN SPACE

1,534SF(FRONT)+1,889SF(REAR)=3,423 SF COMPLIES

2 SPACES COMPLIES

COMPLIES

SECTION 5.22: PRIVATE OPEN SPACE:An area designated as private open space must have both a width and a length of at least fifteen (15) feet, except for balconies, and may not have a slope greater than ten (10) percent. With the exception ofbalcony areas, private open space shall be accessible to all occupants of a building; not less than one half of the required private open space shall be provided at ground level or within ten (10) feet of thelevel of the lowest floor used for residential purposes. Areasat other levels, such as balconies, decks, and roofs, of garages and buildings, which are accessible to all occupants of buildings, which are not used as walkways orcorridors, and which have both a width and a length of at least six (6) feet and a minimum area of seventy-two (72) square feet, may be calculated as private openspace, not to exceed twenty-five (25) percent of the total private open space.

(a) Measured from the centerline of the street, but in no case may a building be nearer the street than ten (10) feet.(b) Measured from the centerline of the street, but in no case may a building be nearer the street line than five (5) feet.(n) In a Residence C-1 District, no building plane (excluding projections as permitted by Section 5.24.2) may be nearer than seven feet, six inches (7’6”) to a side lot line.

8'-6"

5'-6"

39'-8"H+L (c) / 4+2; MIN. 20'-0" COMPLIES

1 DU

0.384 (1,920 S.F.)

(34.5'+20')/6= 9'-1" (MIN. 20'-0")

20'-0"

COMPLIES

605 SF

UNIT #2 BASEMENTGROSS

574 SF

UNIT #1 BASEMENTGROSS

652 SF

UNIT #2 FIRST FLOORGROSS

562 SF

UNIT #1 FIRST FLOORGROSS

25' - 2 1/2"

46 SFAREA UNDER BAY

W.H./ELEC.3' - 3"2'

- 5

3/4"

629 SF

UNIT #2 SECONDFLOOR GROSS

574 SF

UNIT #1 SECONDFLOOR GROSS

562 SF

UNIT #2 THIRD FLOORGROSS

398 SF

UNIT #1 THIRD FLOORGROSS

MECH.OPEN

TOBELOW

Project number


ARCHITECT


TELEPHONE: 617-591-8682 FAX: 617-591-2086

CLIENT

PROJECT NAME

PROJECT ADDRESS

REVISIONS

REGISTRATION

CONSULTANTS:


8/29

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As indicated

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A-021

Architectural SitePlan & FARCalculations

161048-29-2017

NBJSK


64 PEARL ST.(Front)

64 Pearl St. LLC



3/16" = 1'-0"1 Site Plan

1/8" = 1'-0"3 0 Basement Level 1/8" = 1'-0"4 1st Floor Level

1/8" = 1'-0"5 2nd Floor Level 1/8" = 1'-0"6 2 1/2 Floor Level

F.A.R CALCULATION

BAYS @ GRADE

FIRST FLOOR

SECOND FLOOR

ATTIC FLOOR

TOTAL

3,420 SF / 4,564 SF = 0.75

0 SF

562 SF

574 SF

398 SF

1,534 SF

FRONT REAR

46 SF

652 SF

629 SF

562 SF

1,889 SF

UNITS TOTAL

3423 SF

MAX ALLOWABLE FAR 3,423 SF, PROPOSED 3423 SF - COMPLIES

DN

UPDN

DN

DN

UP

W/D

DN

A-3004

A-300

A-300 1

2

CLO

SET

A-300

3

WET

BAR

BATH

LIVING AREA

LIGHTWELL

UP

CL.

24' - 7 1/2"

8' - 4 1/2" 3' - 0"

10' - 1 1/4"

4' -

3"

9' - 4 1/2" 2' - 0" 4' -

9 3/

4"

10' - 1 1/4"

6

6

6

10

1

17' -

11

1/4"

SD

1

3' - 0" 3' - 0"

LIGHTWELL

1

A-3004

A-300

A-300 1

2

LIVING

HALFBATH

KITCHEN

A-300

3

REF.

D.W.

4' -

10 1

/2"

5' - 4"

12' -

11

1/2"

5' - 0"

3' -

0"

23' - 6"

24' - 7 1/2"

7

4

LIGHTWELLBELOW

2' -

6"

3' -

6"

3' - 3"

11' - 9" 11' - 9"

COATCL.

W.H. /ELECTRIC

3' -

6"

7

3' -

7 1/

2" 3' - 7 1/2"

3' - 0"

11' -

6 1

/2"

15' - 2 3/4"

SD

1

LIGHTWELLBELOW

2

3' -

0"

BEDROOM BEDROOM

BATH

CLO

SET

CLO

SET

11' - 0 1/4"

7' -

7 1/

4"

3' - 0 1/4"

9' - 8"

5' - 11"

3' -

0"

1' - 0 1/4"

10' - 0"

5' -

2"5'

- 2

1/2"

2' - 0"

6

13 6

10

10

14' -

2"

13' -

8 1

/2"

2' -

7 1/

2"2'

- 6"

6

3' - 6 3/4"

4' -

0"

3' -

2"

W.I.C.

MASTERBEDROOM

MASTERBATH

SHOWER

13' - 0 1/2"

6' - 0"

6

7

3' -

0"

9' -

3 1/

2"

MECH.

OPENTO

BELOW

3"/12"SLOPE

3"/12"SLOPE

9"/12"SLOPE

9"/12"SLOPE

9"/12"SLOPE

9"/12"SLOPE

GENERAL FLOOR PLAN NOTES1. ALL SMOKE ALARMS TO BE INTERCONNECTED AND HARD WIRED. SEEFLOOR PLANS FOR LOCATIONS.

2. FINAL KITCHEN LAYOUT TO BE DETERMINED BY OWNER.

3. ALL INTERIOR FINISHES TO BE DETERMINED BY OWNER.

4. UNLESS OTHERWISE NOTED ALL INTERIOR WALL SHALL BE TYPE "2"

5. SEE A-800 FOR PARTITION TYPES.

6. MOISTURE RESISTANT GWB. TO BE USED IN ALL BATHROOMS ANDKITCHENS

7. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES & CLADDING MATERIALS

8. ALL INTERIOR DIMENSIONS ARE FROM FACE OF GWB TO FACE GWB

9. ALL EXTERIOR DIMENSIONS ARE FROM EXTERIOR FACE OF PLYWOODSHEATHING, TYP., U.N.O.

10. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES

11. CONTRACTOR TO COORDINATE DESIGN-BUILD DRAWINGS FORMECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION WITHSUBCONTRACTORS PRIOR TO CONSTRUCTION.

12. EXISTING WINDOWS TO BE REPLACED IN EXISTING OPENINGS UNLESSOTHERWISE NOTED.

13. ELECTRICAL OUTLETS ON OPPOSITE SIDE OF WALL SHOULD BEINSTALLED AT LEAST 2'-0" FROM EACH OTHER.

14. CONTRACTOR TO VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TODEMOLITION & CONSTRUCTION.

15. CONTRACTOR TO SUBMIT DOOR & WINDOW SCHEDULE TO BE REVIEWED& APPROVED BY ARCHITECT PRIOR TO ORDERING AND CONSTRUCTION.

16. UNLESS OTHERWISE NOTED ALL EXTERIOR WALLS SHALL BE TYPE "1"

LEGEND

EXISTING TO REMAIN

NEW WALL

X WALL TYPE

SD

CM CARBON MONOXIDEDETECTOR

SMOKE DETECTOR

N

Project number


ARCHITECT


TELEPHONE: 617-591-8682 FAX: 617-591-2086

CLIENT

PROJECT NAME

PROJECT ADDRESS

REVISIONS

REGISTRATION

CONSULTANTS:


8/29

/201

7 1:

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1/4" = 1'-0"

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A-100Floor Plans

161048-29-2017

NBJSK


64 PEARL ST.(Front)

64 Pearl St. LLC



1/4" = 1'-0"1 0 Basement Level 1/4" = 1'-0"2 1st Floor Level

1/4" = 1'-0"3 2nd Floor Level 1/4" = 1'-0"4 2 1/2 Floor Level

1/4" = 1'-0"5 3 Roof Top - Unit #1 (Front Building)

1st Floor Level28' - 0"

2nd Floor Level38' - 0"

2 1/2 Floor Level48' - 0"

3 Roof Top - Unit #1(Front Building)

59' - 1 13/16"

0 Basement Level18' - 8"

B B

H H

U

Average Grade24' - 4"

B





59' - 1 13/16"

T


T

T T

H





59' - 1 13/16"

B B

B B


H





59' - 1 13/16"

0 Basement Level18' - 8"

BB

H

F

H H

F

Project number


ARCHITECT


TELEPHONE: 617-591-8682 FAX: 617-591-2086

CLIENT

PROJECT NAME

PROJECT ADDRESS

REVISIONS

REGISTRATION

CONSULTANTS:


8/29

/201

7 1:

28:1

5 PM

1/4" = 1'-0"

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A-300Elevations

161048-29-2017

NBJSK


64 PEARL ST.(Front)

64 Pearl St. LLC



1/4" = 1'-0"1 East Elevation 1/4" = 1'-0"2 North Elevation

1/4" = 1'-0"3 South Elevation 1/4" = 1'-0"4 West Elevation

VITREOUS CHINAC_TOILETSBARRINGTONK-3546

STAINLESS STEELSINKSBALLADK-3206-4

VITR EOU S CH IN AC_ TOILETSBA RRIN GTO NK-3546

STAINLESS STEELSINKSBALLADK-3206-4

ROOF BELOW

BOTTOM OF CEILING= 6'-11"

UP

DN 2.5"

DN

ATTIC SPACE

DN

DN

UP

UP

CRAWL SPACE

ROOF BELOW ROOF BELOW

ROOF BELOW

CONV ENT

EXISTING BUILDING GROSS

AREA TO DEMOLISH

PROPOSED FLOOR AREA

BASEMENT 1ST FLOOR 2ND FLOORGROSS

DEMOLISEDPROPOSED

SF

1,117 1,274 1,307195 515 195604 604 604

TOTAL3,698905

1,812

TOTAL ALLOWED FOR DEMOLISHION 25% OF GROSS = 3,698SF X 0.25 = 924SF > 905SF - COMPLIES

GENERAL DEMOLITION NOTES:1) PROTECT ALL EXISTING STRUCTURAL COLUMNS NOT INDICATED FOR REMOVAL.2) REMOVE & DISPOSE OF ALL EXISTING MECH. PIPING, WHERE REQUIRED AND CAP AND SEALALL PIPING AT FLOOR LEVEL.3) REMOVE ALL EXIST WINDOWS AND FRAMES AND REPLACE WITH NEW WINDOW AND FRAMES,SEE ELEV.4) REMOVE EXIST. FLOOR; REFER TO SECTIONS AND STRUCTURAL DRAWINGS FOR NEW FLOORHEIGHTS AND CONSTRUCTION MATERIALS.5) REMOVE EXIST. WD. PANELING & STORE; PATCH AND REPAIRWALL UNDER PANELING OR REPLACE WHERE NECESSARY6) STRIP ALL REMAINING BEARING COLUMNS TO STEEL; ADD REINFORCEMENT AND 3"CONCRETE, REFER TO STRUCT. DWG.

EXISTING GARAGETO BE DEMOLISHED

EXISTING SECOND FLOOR PLANScale: 1/4" = 1'-0"

EXISTING FIRST FLOOR PLANScale: 1/4" = 1'-0"

EXISTING BASEMENT PLANScale: 1/4" = 1'-0"

DEMOLITION AS APPROVED:PERMIT #: DEMO-054987-20173/27/2017

Project number


ARCHITECT


TELEPHONE: 617-591-8682 FAX: 617-591-2086

CLIENT

PROJECT NAME

PROJECT ADDRESS

REVISIONS

REGISTRATION

CONSULTANTS:


8/29

/201

7 1:

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AD-101Demolition Plans

161048-29-2017

NBJSK


64 PEARL ST.(Front)

64 Pearl St. LLC



Project number


ARCHITECT


TELEPHONE: 617-591-8682 FAX: 617-591-2086

CLIENT

PROJECT NAME

PROJECT ADDRESS

REVISIONS

REGISTRATION

CONSULTANTS:


8/29

/201

7 1:

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AV-2Perspectives

161048-29-2017

NBJSK


64 PEARL ST.(Front)

64 Pearl St. LLC



1 Pearl Street View

2 Building Driveway Side View

3 Building Rear Yard View





59' - 1 13/16"


Project number


ARCHITECT


TELEPHONE: 617-591-8682 FAX: 617-591-2086

CLIENT

PROJECT NAME

PROJECT ADDRESS

REVISIONS

REGISTRATION

CONSULTANTS:


8/29

/201

7 1:

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5 PM

1/2" = 1'-0"

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SDFACADE

161048-29-2017

NBJSK


64 PEARL ST.(Front)

64 Pearl St. LLC



1/2" = 1'-0"1 North Elevation Option-A

c:users bubnelisdownloadsq04 mf64-pearl front - sd … · 2020-02-06 · cctv cg c symbols...

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