Boston Inspectional Services Department

Michelle Wu

Mayor

1010 Massachusetts Avenue, 5th Floor, Boston, MA 02118 Telephone: (617) 635-5300

Boston Inspectional Services DepartmentPlanning and Zoning Division

Marc A. Joseph

Inspector of BuildingsMORE INFORMATION REQUEST LETTER

June 06, 2022

RICHARD LYNDS

245 SUMNER STREET SUITE 110

BOSTON, MA 02128

Application #:

Location:

Zoning District:

Purpose:

ALT1316705

17 Alveston ST, Ward 19

Jamaica Plain Neighborhood, 2F-9000

RE:

Subdivide existing 16,005 s.f. lot into two lots. Lot 1 to contain 9,503 s.f. and Lot 2 to contain 6,502 s.f., renovate existing two family

dwelling (with new addition in rear) on Lot 1 and erect a new single family dwelling on Lot 2 as per plans see ERT1316710 for

proposed new dwelling.

The following information shall be provided to Inspectional Services Department to complete the Building Permit Plan Review:

1. Construction Documents (two sets and to scale):

● Structural and Fire Alarm Plans, stamped and signed by MA Registered Design Professional

2. Supporting Documents:

● Licensed Builder's Info (Construction License, Workers' Compensation Affidavit, Certification of Liability Insurance)

● Home Improvement Contractor Registration

● Construction Cost Estimate with Breakdown

● NFPA 241 Report

3. City Agencies' Approvals:

● Boston Planning and Development Agency: Two Sets of Approved Drawings: NDOD

● Department of Public Works

4. Additional Information/Comments:

Mattock Higgins submission and UOP permit application number for off street parking new curb cuts

All construction documents shall be organized in two sets, submitted together (no partial information will be accepted), and dropped off at Inspectional

Services Department with the above referenced application number or re-uploaded on the portal if it is an ePlan application. More information may be required.

Please be advised that the time limitation of your application shall be 180 days, otherwise it shall be deemed abandoned per 780 CMR. Thank you for your

assistance.

Francesco D'Amato, Plans Examiner

[email protected] / (617) 961-3265

050825

Text Box

ALT1316705

BUILDING USE AND OCCUPANCY

GENERAL BUILDING/PROJECT DESCRIPTION:

RENOVATION AND RECONSTRUCTION OF A 2 FAMILY

RESIDENTIAL WOOD FRAME STRUCTURE. PROPERTY HAS

AN EXISTING DETACHED 2 CAR CONC. BLOCK GARAGE

THE PROJECT IS AS-OF-RIGHT REQUIRING NO ZONING OR

OTHER RELIEF FROM THE CITY OF CAMBRIDGE.

OCCUPANCY GROUP:PER IBC 310.5 RESIDENTIAL - GROUP R-3 ONE AND

TWO FAMILY

CONSTRUCTION TYPE:PER IBC TABLE 6.1 CONSTRUCTION TYPE V-B

WOOD FRAME STRUCTURE, RATED BEARING WALLS REQ.

FIRE PROTECTION SYSTEMS:

THE BUILDING WILL BE EQUIPPED WITH A LOCAL TYPE

SMOKE AND CARBON MONOXIDE DETECTION SYSTEM.

ALARM AND SPRINKLER SYSTEMS ARE NOT REQUIRED.

APPLICABLE CODES - 1-2 FAMILY RESIDENTIAL

BUILDING CODES

MASSACHUSETTS STATE BUILDING CODE, 780 CMR

9TH EDITION AMENDMENTS

INTERNATIONAL RESIDENTIAL CODE 2015 IRC

INTERNATIONAL EXISTING BLDG CODE 2015 IEBC

FIRE PREVENTION CODES

INTERNATIONAL FIRE CODE 2015 IFC, 527 CMR

ACCESSIBILITY

MA ARCHITECTURAL ACCESS BOARD 521 CMR

M-E-P CODES

MASSACHUSETTS ELECTRICAL CODE 527 CMR 12.00

INTERNATIONAL ELECTRICAL CODE 2015 IEC

INTERNATIONAL MECHANICAL CODE 2015 IMC

UNIFORM STATE PLUMBING CODE 2015 IPC, 248 CMR

ENERGY CODE

INTERNATIONAL ENERGY CONSERV. 2015 IECC

WITH MASSACHUSETTS AMENDMENTS 780 CMR CH. 11

K B AKELLY BOUCHER ARCHITECTURE

[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

ARCHITECT

119 BRAINTREE STREETBOSTON, MA 02134(617)-827-3527

www.boucherarchitecture.com

KBA

OWNER

1/4" = 1'-0"

3/1

4/2

022

12

:57:1

3 P

M

A000

03.14.22

21-023

CO

VER

SH

EET

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

17 ALVESTON STREET, JAMAICA PLAIN MA

PERMIT PLAN03.14.22

ADCO Development

300 1st AVENUE

NEEDHAM, MA 02494

300 1st AVENUENEEDHAM, MA 02494

TABLE OF CONTENTS

# Sheet Name

SheetIssueDate

CurrentRevision

A000 COVER SHEET 03.14.22

A011 LEGENDS 03.14.22

A012 LOT AREA PLAN 03.14.22

A020 GFA AREA DIAGRAMS EXISTING 03.14.22

A021 GFA AREA DIAGRAMS PROPOSED 03.14.22

A100 PROPOSED PLANS - 3/16 SCALE 03.14.22

A105 EXISTING AND PROPOSED ROOF PLANS 03.14.22

A201 EXISTING & PROPOSED ELEVATIONS 03.14.22

A202 EXISTING & PROPOSED ELEVATIONS 03.14.22

A203 EXISTING AND PROPOSED ELEVATIONS 03.14.22

A301 BUILDING SECTION 03.14.22

A310 UNIT 1 - STAIR SECTION AND ENLARGED PLANS 03.14.22

A311 UNIT 2 - STAIR SECTION AND ENLARGED PLANS 03.14.22

A401 WALL TYPES 03.14.22

A402 FIRE RATED ASSEMBLIES 03.14.22

A501 WINDOW ELEVATIONS & SCHEDULE 03.14.22

S100 FRAMING PLANS 03.10.22

No. Descrip. Date

050825

Text Box

ALT1316705









TWO FAMILY








BUILDING CODES







ACCESSIBILITY


M-E-P CODES





ENERGY CODE



ZONING SUMMARY

THIS IS AN EXISTING RESIDENTIAL 2 FAMILY STRUCTURE LOCATED IN A RES

C-1 ZONE.

THE HOUSE IS EXISTING NONCONFORMING FOR LOT SIZE, FAR AND

SETBACKS. THE PERMIT PLANS TO ENCLOSE EXISITNG COVERED PORCHES

WITH NEW EXTERIOR WALLS AT THE FRONT & REAR.

• NO NEW WINDOWS LOCATED WITHIN SETBACKS.

• NO NEW GFA CREATED

• NO NEW NONCONFORMITIES OR INCREASE IN EXISTING

NONCONFORMITIES.

HISTORIC / OVERLAY DISTRICT SUMMARY

THIS PROJECT IS LOCATED WITHIN THE XXX HISTORIC NEIGHBORHOOD

CONSERVATION DISTRICT. RECEIVED A CERTIFICATE OF

APPROPRIATENESS FROM THE MCNCD ON XX/XX/20XX CASE NUMBER:

XXX

PROJECT SUMMARY

A. DISCREPANCIES: THE GENERAL CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION

ANY DISCREPANCIES FOUND BETWEEN THE ARCHITECT'S DRAWINGS AND FIELD CONDITIONS.

B. PERMITS AND APPROVALS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

DETERMINING REQUIREMENTS FOR, IDENTIFYING AND SECURING ALL NECESSARY PERMITS

AND APPROVALS REQUIRED FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. THE

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION AND OCCUPANCY

OF THE WORK, SHALL PREPARE THE NECESSARY APPLICATIONS AND SUBMIT REQUIRED PLANS

AND DOCUMENTS TO OBTAIN SUCH PERMITS IN A TIMELY MANNER, AND SHALL PAY ALL FEES

AND CHARGES IN CONNECTION THEREWITH.

C. SCALING: DO NOT SCALE OFF THESE DRAWINGS.

D. CODES AND REQUIREMENTS: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT

ALL TRADES CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS.

E. SCHEDULING AND COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

THE COORDINATION OF SEQUENCES AND SCHEDULES AND THE ACTUAL INSTALLED LOCATION

AND INTERFACE OF THE WORK.

F. LANGUAGE: THE USE OF THE WORDS 'PROVIDE' OR 'PROVIDED' IN CONNECTION WITH ANY

ITEM SPECIFIED OR INDICATED SHALL MEAN, UNLESS OTHERWISE NOTED, THAT SUCH ITEM

SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR (OR HIS/HER

SUBCONTRACTORS) WITH ALL REQUIRED ACCESSORIES AND CONNECTED WHERE REQUIRED.

THE ARCHITECT SHALL BE THE SOLE AND FINAL JUDGE OF WHAT CONSTITUTES AN ACCEPTABLE

MATCH.

G. TEMPORARY UTILITIES: THE GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY UTILITIES

AS REQUIRED FOR THE CONTRACTOR'S EQUIPMENT.

H. PUBLIC ACCESS: PUBLIC SIDEWALKS AND STREETS USED FOR DELIVERY, ACCESS TO THE

CONSTRUCTION SITE, AND WHICH MAY BE PART OF THE CONSTRUCTION SITE, SHALL BE

PROTECTED AND MAINTAINED BY THE GENERAL CONTRACTOR IN A CLEAN AND SAFE

CONDITION AT ALL TIMES. THESE AREAS SHALL NOT BE USED TO STORE CONSTRUCTION

MATERIALS OR EQUIPMENT. THE GENERAL CONTRACTOR SHALL REPAIR ANY CONSTRUCTION

RELATED DAMAGE TO THESE AREAS.

I. DEMOLITION: THE GENERAL CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED

MATERIALS OFFSITE.

J. WORK IN THE RIGHT-OF-WAY: THE GENERAL CONTRACTOR SHALL COORDINATE HIS/HER

OCCUPANCY, USE, AND POSSIBLE BLOCKAGE OF ANY PUBLIC STREET OR SIDEWALK WITH THE

CITY OF CAMBRIDGE AND ANY AND ALL OTHER PUBLIC AGENCIES HAVING JURISDICTION.

K. CONSTRUCTION AREA: THE GENERAL CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION

AREA IN A CLEAN AND ORDERLY CONDITION, AND SHALL REMOVE AND LEGALLY DISPOSE OF

ANY WASTE OFF-SITE.

L. CONDITIONS OF COMPLETION: UPON COMPLETION OF THIS PROJECT, THE GENERAL

CONTRACTOR SHALL THOROUGHLY CLEAN ALL FLOOR COVERING, FLOOR BASES, INTERIOR

AND EXTERIOR FACE GLASS, AND ALL OTHER ITEMS INSTALLED OR AFFECTED DURING THE

CONSTRUCTION, PRIOR TO TURNING THE SPACE OVER TO THE OWNER.

M. BASIS OF PERFORMANCE: THESE DRAWINGS AR INTENDED TO PROVIDE THE BASIS FOR THE

PERFORMANCE OF A COMPLETELY FINISHED JOB. ANYTHING NOT EXPRESSLY SET FORTH, BUT

WHICH IS REASONABLY IMPLIED AND/OR NECESSARY FOR THE PROPER PERFORMANCE AND

COMPLETION OF THIS WORK SHALL BE INCLUDED.

N. LICENSING: THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE PROPERLY

LICENSED AND INSURED TO PERFORM THE WORK SPECIFIED HEREIN IN THE CITY OF

CAMBRIDGE AND THE STATE OF MASSACHUSETTS.

GENERAL NOTES

A. INTERIOR WALL FINISH TO BE 1/2" 'BLUEBOARD' WITH VENEER PLASTER FINISH (TYP U.N.O.)

B. GARAGE SIDE OF ALL WALLS AND CEILINGS BETWEEN GARAGE SPACE AND LIVING SPACE TO

RECEIVE MIN. (1) LAYER OF 5/8" TYPE 'X' GYP. BD. (TYP. U.N.O.)

C. ALL BATHROOM AND BEDROOM WALLS TO RECEIVE MIN. 3-1/2" SOUND ATTENUATION BATT

INSULATION.

D. PROVIDE 3-1/2" SOUND ATTENUATION BATT INSULATION AT ALL WALLS AND FLOOR CEILING

ASSEMBLIES SEPARATING INDIVIDUAL RESIDENTIAL UNITS.

E. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL DROP CEILINGS

AND SOFFITS AS REQUIRED FOR MECHANICAL SYSTEMS. COORDINATE REQUIREMENTS WITH

MECHANICAL CONTRACTOR.

F. THE SUPPORTING STRUCTURE FOR ALL FIRE RATED FLOOR/CEILING ASSEMBLIES SHALL BE FIRE

RATED WITH AN EQUAL OR GREATER FIRE RATING. ALL BEARING POSTS AND FIRE RATED WALL

ASSEMBLY.

G. PRESSURE TREATED LUMBER IS TO BE USED AT ALL DAMP OR WET LOCATIONS. THIS SHALL

INCLUDE, BUT IS NOT LIMITED TO :

a. 2X SLEEPERS ON CONCRETE SLABS AT THE BASEMENT OR GARAGE LEVEL.

b. ALL SILLS AND SOLE PLATES AT CONC. OR MASONRY FOUNDATION WALLS.

c. ALL SLEEPERS ABOVE THE WATERPROOF MEMBRANE AT EXTERIOR DECKING

ABOVE AN INTERIOR SPACE.

d. THE SUPPORTING STRUCTURE FOR ALL EXTERIOR PATIOS AND DECKS AND THEIR

ASSOCIATED RAILING SYSTEMS.

H. ALL BATH AND POWDER ROOMS TO BE MECHANICALLY VENTILATED PER 780 CMR

3603.6.2

I. NO SHEET METAL OR OTHER FASTENING MEANS SHALL BE ALLOWED TO PENETRATE CLOTHES

DRYER EXHAUST VENTS. VENTS SHALL BE MIN. 016" THICK RIGID METAL DUCTING WITH SMOOTH

INTERIOR SURFACE AND JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. (780 CMR 3618.1)

GENERAL CONSTRUCTION NOTES

DRAWING ABBREVIATIONS INDEX OF DRAWINGS

LEGEND

NUMBERING SYSTEM:

A2.10/01

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

NUMBER OF PLAN, DETAIL, ETC. ON

SHEET

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT, OR

CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE

RIGID INSULATION

EXTRUDED POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT GYP

BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/ DRAWING SYMBOLS

A ---------------------A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CER CERAMIC

CF CONTRACTOR FURNISHED

CI CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

0GRID / COLUMN LINE DESIGNATOR

DOOR NUMBER

INTERIOR ELEVATION

WINDOW TYPE

ROOM NAME/ NUMBER

EXTERIOR ELEVATION

1 REVISION TAGPLAN, BLOW-UP DETAIL

NORTH ARROW

SPOT ELEVATION

FLOOR LEVEL

SHEET NUMBER

WHERE ELEVATION

IS DRAWN

SHEET NUMBER

WHERE SECTION/

DETAIL IS DRAWN

F ---------------------FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FL FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

H ---------------------HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------JAN JANITOR

K ---------------------KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P -------------------- PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PWR POWER

Q -------------------- QT QUARRY TILE

QTY QUANTITY

R -------------------- RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S -------------------- SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MF SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STOR STORAGE

STR STRINGERS

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T -------------------- T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

S

1 HR FIRE

S

S

S

1 HR FIRE/SMOKE WALL

4 HR FIRE


2 HR FIRE


3 HR FIRE


FIRE RATED WALL SYMBOLS:

SHEET KEYNOTE

X

W

Room name

101

WALL TYPE

Name

Elevation

?

A101

1SIM

A101

1

1

1

1

A101

1

1 1

1

SHEET NUMBER

WHERE ELEVATION

IS DRAWN

101

LOCUS MAP


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

As indicated

3/1

4/2

022

12

:57:1

4 P

M

A011

03.14.22

21-023

LEG

EN

DS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

No. Descrip. Date

050825

Text Box

ALT1316705

90

90

95

95

95

95

88

91

92

93

98

98

98

98

97

97

96

98.2

7

98.1

5

98.2

3E

M

91.7

4

93.1

3

94.3

2

UP

MC

MC

HY

D

GA

S

GAS

SM

H

R=

98.8

0

I=90.6

MH

R=

94.3

5

(TR

AS

H)

(FIL

LE

D)

GC

GC

GC

GC

GC

98.2

7

98.2

5

98.4

8

PP

PP

90.8

3

90.9

2

90.7

9

89.8

9

89.6

1

88.9

0

88.6

789.5

2

90.2

7

90.7

7

91.6

3

93.0

9

94.7

095.0

4

94.1

0

92.7

7

97.5

9

93.3

0

91.8

8

91.6

7

89.6

6

89.5

2

91.1

0

95.6

296.2

3

97.3

0

90.8

291.2

2

91.2

3

91.0

0

95.5

6

N 65°20'15

" W

101.0

0'

N 16°48'48" E123.20'

S 85°20'33" E

127.00'

S 25°11'10" W

165.50'

FIR

EP

IT

RET WALL

4' W

SF

6' W

SF

6' W

SF

6' VINYL

6' VINYL

A L V E S T O N S T R E E T

N/F

DANIELLE

RABINA &

JEREMY S. FISCHER

48230/325

#15 HARRIS AVENUE

N/F

CARSON F. BIEDERMAN &

SUSAN J.

MACPHERSON

42336/176

#23 ALVESTON STREET

8"D

ICL W

8"D

ICL W

20

03

8"DICL W

8"DICL W

BIT

CO

NC

BIT CONC

BIT

CO

NC

BIT

CO

NC

1 STORY

20.4'

28.4'

33.0'

71.4'

LOT AREA

16,005± S.F.

or

0.367± Acres

LP

6502 SF

LOT 2

OPEN SPACE

LOT 1

LOT 2

9503 SF

LOT 1

2 NEW PROPOSED

PARKING SPACES

10' - 4 1/8"

5' -

0"


[email protected]

phone: (617) 827.3527

Sheet no.

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client

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issue date

1/8" = 1'-0"

3/1

4/2

022

12

:57:1

5 P

M

A012

03.14.22

21-023

LOT

AR

EA

PLA

N

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/8" = 1'-0"1LOT AREA DIAGRAM

OPEN SPACE DIAGRAM

Name Area

LOT 2 6502 SF

LOT 1 9503 SF

LOT 1LOT AREA: 9503 SFALLOWABLE GSF: 4751 SF

PROPOSED GSF: 4683 SF

LOT 2LOT AREA: 6502 SFALLOWABLE GSF 3251 SF

No. Descrip. Date

050825

Text Box

ALT1316705

UP

DN

DN

1421 SF

2ND FLOOR

1196 SF

3RD FLOOR

1656 SF

BASEMENT

1892 SF

1ST FLOOR

GFA CALCULATION REQUIREMENTS IN BOSTON ZONING CODE

FLOOR AREA, GROSS.

THE SUM OF AREAS OF THE SEVERAL FLOORS OF THE STRUCTURE, AS MEASURED BY THE EXTERIOR FACES OF THE WALLS, INCLUDING FULLY ENCLOSED

PORCHES AND THE LIKE AS MEASURED BY THE EXTERIOR LIMITS THEREOF, BUT EXCLUDING

• (A) GARAGE SPACE WHICH IS IN THE BASEMENT OF A BUILDING OR, IN THE CASE OF GARAGE SPACE ACCESSORY TO A DWELLING, IS AT

GRADE,

• (B) BASEMENT AND CELLAR AREAS DEVOTED EXCLUSIVELY TO USES ACCESSORY TO THE OPERATION OF THE STRUCTURE, AND

• (C) AREAS ELSEWHERE IN THE STRUCTURE DEVOTED TO HOUSING MECHANICAL EQUIPMENT CUSTOMARILY LOCATED IN THE BASEMENT OR

CELLAR SUCH AS HEATING AND AIR CONDITIONING EQUIPMENT, PLUMBING, ELECTRICAL EQUIPMENT, LAUNDRY FACILITIES AND STORAGE

FACILITIES, PROVIDED, HOWEVER, THAT IN AN H-2-45, H-2-65, H-3-65, L-2-65 OR B-3-65 DISTRICT NO AREA IN AN EXISTING STRUCTURE

PREVIOUSLY INCLUDED IN GROSS FLOOR AREA AND NO AREA IN ANY ADDITION TO AN EXISTING STRUCTURE, EXCEPT AREAS NOT USED OR

DESIGNED TO BE USED FOR HUMAN OCCUPANCY, SUCH AS ATTICS, BASEMENTS, CELLARS OR SPACE UNDER SLOPING EAVES, SHALL BE

EXCLUDABLE FROM GROSS FLOOR AREA AS AREA FOR STORAGE FACILITIES OR LAUNDRY FACILITIES.

https://library.municode.com/ma/boston/codes/redevelopment_authority?nodeId=ART2DE_S2-1MECEWOPH

PARKING REQUIREMENTS IN BOSTON ZONING ORDINANCE FOR ALVESTON

ACCESSORY STRUCTURES (GARAGES)

• ALLOWED, SQUARE FOOTAGE NOT MORE THAN 25% ALLOWABLE FLOOR AREA

• DISTANCE FROM SIDE/REAR YARD LOT LINE = 5’

• ACCESSORY STRUCTURES NOT ALLOWED IN FRONT YARD SETBACK

• MAXIMUM FOOTPRINT = 25% OF REAR YARD AREA

•

HTTPS://LIBRARY.MUNICODE.COM/MA/BOSTON/CODES/REDEVELOPMENT_AUTHORITY?NODEID=ART10ACUS

PARKING

• 2 SPACES PER UNIT

• PARKING SPACE = 8.5’ WIDE X 20’ LONG

• DRIVEWAY 10’ WIDE

https://library.municode.com/ma/boston/codes/redevelopment_authority?nodeId=ART23OREPA

PROJECT ZONING


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

As indicated

3/1

4/2

022

12

:57:1

6 P

M

A020

03.14.22

21-023

GFA

AR

EA

DIA

GR

AM

S E

XIS

TIN

G

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

EXISTING AREASCHEDULE

Level Area

BASEMENT 1656 SF

FIRST FLOOR 1892 SF

SECOND FLOOR 1421 SF

THIRD FLOOR 1196 SF

TOTAL SF 6165 SF

3/16" = 1'-0"3SECOND FLOOR

3/16" = 1'-0"4THIRD FLOOR

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

3/16" = 1'-0"2FIRST FLOOR

No. Descrip. Date

050825

Text Box

ALT1316705

DN

WD

UP

928 SF

UNIT 1

964 SF

UNIT 2

171 SF

UNIT 1 ADDITION

642 SF

UNIT 1

780 SF

UNIT 2

655 SF

UNIT 1

554 SF

UNIT 2

1030 SF

UNIT 1

805 SF

UNIT 2


FLOOR AREA, GROSS.

THE SUM OF AREAS OF THE SEVERAL FLOORS OF THE STRUCTURE, AS MEASURED BY THE EXTERIOR FACES OF THE WALLS, INCLUDING FULLY ENCLOSED

PORCHES AND THE LIKE AS MEASURED BY THE EXTERIOR LIMITS THEREOF, BUT EXCLUDING

• (A) GARAGE SPACE WHICH IS IN THE BASEMENT OF A BUILDING OR, IN THE CASE OF GARAGE SPACE ACCESSORY TO A DWELLING, IS AT

GRADE,

• (B) BASEMENT AND CELLAR AREAS DEVOTED EXCLUSIVELY TO USES ACCESSORY TO THE OPERATION OF THE STRUCTURE, AND

• (C) AREAS ELSEWHERE IN THE STRUCTURE DEVOTED TO HOUSING MECHANICAL EQUIPMENT CUSTOMARILY LOCATED IN THE BASEMENT OR

CELLAR SUCH AS HEATING AND AIR CONDITIONING EQUIPMENT, PLUMBING, ELECTRICAL EQUIPMENT, LAUNDRY FACILITIES AND STORAGE

FACILITIES, PROVIDED, HOWEVER, THAT IN AN H-2-45, H-2-65, H-3-65, L-2-65 OR B-3-65 DISTRICT NO AREA IN AN EXISTING STRUCTURE

PREVIOUSLY INCLUDED IN GROSS FLOOR AREA AND NO AREA IN ANY ADDITION TO AN EXISTING STRUCTURE, EXCEPT AREAS NOT USED OR

DESIGNED TO BE USED FOR HUMAN OCCUPANCY, SUCH AS ATTICS, BASEMENTS, CELLARS OR SPACE UNDER SLOPING EAVES, SHALL BE

EXCLUDABLE FROM GROSS FLOOR AREA AS AREA FOR STORAGE FACILITIES OR LAUNDRY FACILITIES.








•


PARKING





PROJECT ZONING


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

As indicated

3/1

4/2

022

12

:57:1

9 P

M

A021

03.14.22

21-023

GFA

AR

EA

DIA

GR

AM

S P

RO

PO

SED

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494




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

PROPOSED AREA SCHEDULENAME LEVEL AREA ZONING

UNIT 1 FIRST FLOOR 928 SF GFA

UNIT 2 FIRST FLOOR 964 SF GFA

UNIT 1 ADDITION FIRST FLOOR 171 SF GFA

UNIT 1 SECOND FLOOR 642 SF GFA

UNIT 2 SECOND FLOOR 780 SF GFA

UNIT 1 THIRD FLOOR 655 SF GFA

UNIT 2 THIRD FLOOR 554 SF GFA

4693 SF

UNIT 1 BASEMENT 1030 SF NON-GFA

UNIT 2 BASEMENT 805 SF NON-GFA

1835 SF

TOTAL SF 6528 SF

No. Descrip. Date

050825

Text Box

ALT1316705

050825

Highlight

DN

UP

UP

DN

DN

DN

UP

UPDN

DN

WD

DN

DN

LIVING ROOM

U1-102

FOYER

U1-100

ENTRY HALL

U1-101

POWDER RM

U1-104

KITCHEN

U1-105

DINING ROOM

U1-106

ENTRY HALL

U2-100

STUDY

U2-101

STAIR

U2-102

KITCHEN

U2-103

POWDER RM

U2-104

DINING RM

U2-105

LIVING ROOM

U2-106

STAIR

U1-200

BEDROOM #1

U1-201

BATH

U1-202WALK IN CL.

U1-203

LAUNDRY

U1-204

BEDROOM #2

U1-205

BATH

U1-206

WALK IN CL.

U1-207

STAIR

U2-201

BEDROOM #2

U2-202

BEDROOM #1

U2-203

BATH

U2-204

MASTER HALLWAY

U1-300

MASTER BED

U1-301

NURSERY / OFFICE

U1-302

WALK IN CL.

U1-303

WALK IN CL.

U1-304

MASTER BATH

U1-305

MASTER BATH

U1-306

STAIR

U2-300

MASTER BEDROOM

U2-301

WALK IN CL.

U2-302

BEDROOM #4

U2-303

BATH

U2-304


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issue date

3/16" = 1'-0"

3/1

4/2

022

12

:57:2

1 P

M

A100

03.14.22

21-023

PR

OP

OSED

PLA

NS -

3/1

6 S

CA

LE

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

3/16" = 1'-0"1PROPOSED 1ST FLOOR

3/16" = 1'-0"2PROPOSED 2ND FLOOR

3/16" = 1'-0"3PROPOSED 3RD FLOOR

No. Descrip. Date

050825

Text Box

ALT1316705

UP

UP

UP

UP

DN

MEANS OF EGRESS - BASEMENT

WINDOW WELLS

PER IRC R310.22.3

HORIZONTAL AREA 9 SF MIN.

HORIZ. PROJECTION AND WIDTH 36" MIN. CLEARTHE AREA OF THE WINDOW WELL MUST ALLOW THE

EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST BE EQUIPPED WITH A PERMANENTLY AFFIXED

LADDER USEABLE WITH THE WINDOW IN THE FULLY OPEN POSITION

LADDERS OR RUNGS INSIDE WIDTH 12" MIN

LADDER OR RUNGS PROJECTION 3" MIN. FROM WALL

LADDER OR RUNGS SPACING 18" O.C. FOR FULL HEIGHT

1

A301

STORAGE AND UTILITY

ONLY, UNFINISHED

BASEMENT

STORAGE AND UTILITY

ONLY, UNFINISHED

BASEMENT

EXCAVATE EXISTING

CRAWL SPACE AND DIG

DOWN TO CREATE NEW

FULL HEIGHT SPACE,

FINAL SLAB HEIGHT TO

MATCH EXISTING - VIF

NEW FURRING WALL TO

ENCLOSE SPRAY FOAM

INSULATION PER DET,

TYP FOR ALL

1

A310

MECH / STORAGE

U1-B01

MECH / STORAGE

U2-B01

A310

2

1

A311

A311

2

A

AA

J

H

H

H

H

H

H

CO

CO

D05

D06

D11

D02

D01

D01

D06

D02

MEANS OF EGRESS

EMERGENCY & RESCUE OPENINGS

PER IRC R310.2.1 - R310.2.2

NET CLEAR OPENING (NCO) AREA 5.7 SF MIN.

EXCEPTIONS PER MA CODE 781 CMR

GRADE OR BELOW NCO 5.0 SF MIN

SINGLE OR DOUBLE HUNG NCO 3.3 SF MIN.

CLEAR OPENING HEIGHT 24" MIN.

NET OPENING WIDTH 20" MIN.

WIN. SILL HEIGHT: 44" MAX. AFF

THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION MUST BE OBTAINED BY THE NORMAL OPERNATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE

EGRESS DOORS

PER IRC R311.2; R311.3

NUMBER OF EGRESS DOORS REQ.

1 MIN. PER UNIT

DOOR STYLE SIDE HINGED

CLEAR WIDTH 32" MIN. MEASURED BETWEEN FACE OF THE DOOR AND STOP WITH THE DOOR

OPEN 90 DEG.

CLEAR HEIGHT 6-6" (72") MIN MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOT. OF THE STOP

DOOR HEIGHT 6'-8"

OPERATION MUST BE ABLE TO BE OPENED FROM THE INSIDE

OF THE DWELLING WITHOUT THE USE OF A KEY

OR SPECIAL KNOWLEDGE OR EFFORT

LANDINGS 36" CLEAR MIN. ON EACH SIDE OF EXTERIOR

DOOR

SMOKE AND CARBON MONOXIDE DETECTORS

SMOKE ALARM LOCATIONS

PER IRC R314.3

SMOKE ALARMS MUST BE INSTALLED IN ALL OF THE FOLLOWING

LOCATIONS:

• IN EACH SLEEPING ROOM

• OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE

VINICITY OF THE BEDROOMS

• ON EACH ADDITIONL STORY OF THE DWELLING UNIT

INCLUDING BASEMENTS AND HABITABLE ATTICS

EXCEPTION: CRAWL SPACES + UNINHABITABLE ATTICS

COMBO SMOKE/CARBON MONOXIDE

PER IRC R315

APPORVED CARBON MONOXIDE ALARM MUST BE INSTALLED

OUTOSDIE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE

VICINITY OF THE BEDROOMS

CO DETECTORS REQUIRED IN DWELLING UNITS (DU) WHERE

THE DU CONTAINS A FUEL-FIRED APPLIANCE

THE DU HAS AN ATTACHED GARAGE WITH AN OPENING

THAT COMMUNICATES WITH THE UNIT

CO

S

FLOOR PLAN KEY

INDICATES EXISTING WALL TO REMAIN

INDICATES EXISTING WALL TO BE REMOVED

INDICATES NEW WALL, SEE WALL TYPES FOR

CONSTRUCTION INFORMATION

INDICATES NEW 1 HOUR FIRE RATED WALL, SEE WALL

TYPES FOR CONSTRUCTION INFOMRATION

REQUIRED FIRE RATINGS FOR2 FAMILY STRUCTURES

FIRE PARTITIONS BETWEEN UNITSPER IRC R302.3

DWELLING UNITS IN TWO-FAMILY DEWLLINGS SHALL BE

SEPARATED FROM EACH OTHER BY WALL AND FLOOR

ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR FIRE-

RESISTANCE RATING...EXTENDED TO AND TIGHT AGAINST

THE EXTEIROR WALL (HORIZ.) AND SHALL EXTEND FROM

FOUNDATION TO UNDERSIDE OF ROOF SHEATHING

(VERTICAL)

VERTICAL, SEPARATION WALL 1 HOUR RATED

VERTICAL, BEARING WALL 1 HOUR RATED

VERTICAL,

NONBEARING INTERIOR PARTITIONS 0 HOUR RATED

HORIZONTAL, FLOOR 1 HOUR RATED

HORIZONTAL, FLOOR WITHIN UNIT 0 HOUR RATED

HORIZONTAL, ROOF 0 HOUR RATED

FIRE RATED EXTERIOR WALLSPER IRC TABLE R302.1(1)

CONSTRUCTION, PROJECTIONS, OPENINGS AND

PENETRATIONS OF EXTERIOR WALLS FO DEWLLING UNITS SHALL

COMPLY WITH TABLE R302.1 (1).

NOTE ALL DISTANCE RANGES ARE MEASURED FROM PROPERTY

LINE TO EXTERIOR FACE OF WALL.

EXTERIOR WALL DISTANCE FROM PROPERTY LINE

0' - 5' = 1 HOUR RATED

> 5' = 0 HOUR RATED

PROJECTIONS:

0' - 2' = PROJECTIONS NOT ALLOWED

2'-5' = PROJECTIONS 1 HR RATED ON UNDERSIDE

> 5' = PROJECTIONS ALLOWED (NOT RATED)

OPENINGS IN WALLS:

0'-3' = OPENINGS NOT ALLOWED

3' - 5' = 25% OF WALL AREA MAX. ALLOWED

> 5' = UNLIMITED OPENINGS

WALL PENETRATIONS:

0' - 3' = COMPLY WITH r302.4

>3' = RATING NOT REQUIRED

ENERGY CODE - BUILDING ENVELOPE REQ.

MA AMENDMENTS 780 CMR 51.00 APPENDEX AA104 FOR ALTERATIONS, RENOCATIONS ADDITIONS OR REPARIS OF EXSITING BUIDINGS 780 CMR 13.00 ENERGY EFFICIENCY TO BE

USED AS BASE CODE

CAMBRIDGE MA IS LOCATED IN CLIMATE ZONE 5 PER N110.1.7

INSULATION REQ. BY COMPONENT

IRC TABLE 01102.1.2 (R402.1.2)

FENESTRATION U- 0.30 MAX.

SKYLIGHT U- 0.55 MAX.

CEILING R-49 MIN

WOOD FRAME WALL R-20 MIN.

MASS WALL R-13 MIN.

FLOOR R-30 MIN

BASEMENT WALL R-19 MIN. CAVITY INSUL.

SLAB R-10 / 2' DEEP MIN.

CRAWL SPACE R-19 MIN. CAVITY INSUL.

CITY MAY REQUIRE HERS RATING ANALYSIS AS PART OF THE

BUILDING PERMIT


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issue date

1/4" = 1'-0"

3/1

4/2

022

12

:57:2

2 P

M

A101

03.14.22

21-023

EX

ISTI

NG

AN

D P

RO

PO

SED

BA

SEM

EN

T P

LAN

S

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"2BASEMENT PROPOSED

1/4" = 1'-0"1BASEMENT SELECTIVE REMOVAL

SELECTIVE REMOVAL KEYNOTESKEY DEMOLITION NOTE

D01 REMOVE EXISTING MASONRY CHIMNEY FROM SLAB THROUGH ROOF INCLUDING ANY FINISHFACING.

D02 EXTERIOR WINDOW &/OR DOOR TO BE REMOVED.

D03 EXTERIOR WALL TO BE REMOVED TO ACCOMMODATE NEW OPENING. VERIFY W STRUCTURALFOR REQ.

D04 EXISTING ROOF INCLUDING FRAMING, SHEATHING AND FINISH MATERIALS TO BE REMOVED.GC TO SALVAGE ALL UNBROKEN SLATES AND STOCKPILE IN THE BASEMENT.

D05 EXISTING BACK ELL TO BE REMOVED COMPLETELY AND PREPPED FOR NEW ADDITION.

D06 REMOVE EXISTING INTERIOR STAIR (COMPLETE REMOVAL)

D07 REMOVE EXISTING INTERIOR WOOD WALL (FINISH ONLY),PLASTER AND LATH TO BECOMPLETELY REMOVED. FRAMING TO REMAIN TO BE DENAILED AS REQUIRED.

D08 REMOVE EXISTING INTERIOR WOOD WALL (COMPLETE REMOVAL), PLASTER, LATH ANDFRAMING TO BE COMPLETELY REMOVED. GC TO PROVIDE SHORING AS REQ. AT BEARINGLOCATIONS.

D11 EXISTING INTERIOR DOOR AND FRAME TO BE REMOVED.

D13 REMOVE FLOOR AND FRAMING AS REQUIRED TO CREATE NEW OPENING (AREA SHOWNHATCHED). PROVIDE SHORING AS REQ.

D16 REMOVE EXISTING FRONT DOOR AND PROTECT JAMB AND TRANSOM THROUGHOUTCONSTRUCTION. DOOR TO BE RESTORED AS REQ.

No. Descrip. Date

050825

Text Box

ALT1316705

DN

UP

UP

DN

DN

DN

UP

DN

DN

1

A301

1

A310

36

"

LIVING ROOM

U1-102

FOYER

U1-100

ENTRY HALL

U1-101

CL.

U1-103

POWDER RM

U1-104

KITCHEN

U1-105

DINING ROOM

U1-106

ENTRY HALL

U2-100

STUDY

U2-101

STAIR

U2-102

KITCHEN

U2-103

POWDER RM

U2-104

DINING RM

U2-105

LIVING ROOM

U2-106

CL.

U2-107

x60

"80

"

x30" 80"x37 7/16" 95 1/2"

x28" 80"

x30" 80"

x30" 80"

x30" 80"

32 1/4"

A A

A

A

B B

B

B

A

D D

A A

A

A

B

B

A

A

C

A310

3

1

A311

A311

3

S

S

NEW WALL ON EXISTING

BEARING LOCATION, VIF

NEW WALL ON

EXISTING BEARING

LOCATION, VIF

A311

3

D01

D05

D05

D08

D11

D11

D02

D02

D02

D08

D03

D08

D11

D06

D08

D11

D08

D11

D11

D08

D01

D08

D02

D02D08

D11

D01

D11D02

D02 D02

D02

D07

D08

D11

D11D16

D08

D02

D02

D02

D07

D13

D02

D13

MEANS OF EGRESS


PER IRC R310.2.1 - R310.2.2









EGRESS DOORS

PER IRC R311.2; R311.3


1 MIN. PER UNIT



OPEN 90 DEG.


DOOR HEIGHT 6'-8"





DOOR



PER IRC R314.3


LOCATIONS:








PER IRC R315








CO

S

FLOOR PLAN KEY















(VERTICAL)



VERTICAL,













> 5' = 0 HOUR RATED

PROJECTIONS:




OPENINGS IN WALLS:




WALL PENETRATIONS:

0' - 3' = COMPLY WITH r302.4




USED AS BASE CODE



IRC TABLE 01102.1.2 (R402.1.2)



CEILING R-49 MIN


MASS WALL R-13 MIN.

FLOOR R-30 MIN





BUILDING PERMIT


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

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pro

jec

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client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:57:2

4 P

M

A102

03.14.22

21-023

EX

ISTI

NG

AN

D P

RO

PO

SED

FIR

ST

FLO

OR

PLA

NS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"2FIRST FLOOR PROPOSED

1/4" = 1'-0"1FIRST FLOOR SELECTIVE REMOVAL













No. Descrip. Date

050825

Text Box

ALT1316705

UP

UPDN

DN

WD

UP

1

A301

1

A310

STAIR

U1-200

BEDROOM #1

U1-201

BATH

U1-202

WALK IN CL.

U1-203

LAUNDRY

U1-204

BEDROOM #2

U1-205

BATH

U1-206

WALK IN CL.

U1-207

STAIR

U2-201

BEDROOM #2

U2-202

BEDROOM #1

U2-203

BATH

U2-204

x32" 80"

x30

"80

"

x32" 80"

x30

"80

"

x30

"80

"

x32" 80"

x30" 80"

x32

"80

"

x36

"80

"

x30

"80

"

x37

7/1

6"95

1/2

"

x32" 80"

x36" 80"

x36" 80"

DD D

D

D

DD

D

D

D

E

A310

4

1

A311

A311

4

CO

CO

S

S

S

S

MEANS OF EGRESS


PER IRC R310.2.1 - R310.2.2









EGRESS DOORS

PER IRC R311.2; R311.3


1 MIN. PER UNIT



OPEN 90 DEG.


DOOR HEIGHT 6'-8"





DOOR



PER IRC R314.3


LOCATIONS:








PER IRC R315








CO

S

FLOOR PLAN KEY















(VERTICAL)



VERTICAL,













> 5' = 0 HOUR RATED

PROJECTIONS:




OPENINGS IN WALLS:




WALL PENETRATIONS:

0' - 3' = COMPLY WITH r302.4




USED AS BASE CODE



IRC TABLE 01102.1.2 (R402.1.2)



CEILING R-49 MIN


MASS WALL R-13 MIN.

FLOOR R-30 MIN





BUILDING PERMIT

D04

D02

D06

D11

D02

D08

D11

D11

D07

D08

D11

D01

D08

D11

D08

D07

D06

D11

D08

D11

D11

D11

D11

D07

D02

D06D07

D02 D02D02

D02

D02

D08

D13

D13


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:57:2

6 P

M

A103

03.14.22

21-023

EX

ISTI

NG

AN

D P

RO

PO

SED

SEC

ON

D F

LOO

R P

LAN

S

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"2SECOND FLOOR PROPOSED

1/4" = 1'-0"1SECOND FLOOR SELECTIVE REMOVAL













No. Descrip. Date

050825

Text Box

ALT1316705

DN

DN

DN

1

A301

14

.5'

13.6'

13

.8'

10.1'

6.5' 6.9' 1

A310

MASTER HALLWAY

U1-300

MASTER BED

U1-301

NURSERY / OFFICE

U1-302

WALK IN CL.

U1-303

WALK IN CL.

U1-304

MASTER BATH

U1-305

MASTER BATH

U1-306

STAIR

U2-300

MASTER BEDROOM

U2-301

WALK IN CL.

U2-302

BEDROOM #4

U2-303

BATH

U2-304

A

A

A

E

F

E

E

E

E

E

E

A

A

E

F

E

x30

"80

"

x32" 80"

x30

"80

"

x30

"80

"

x32" 80"

x30

"80

"

x30

"80

"

x30" 80"

x30" 80"

x30

"80

"

x30

"80

"

A310

5

1

A311

A311

5

CO

CO

S

S

S

D02 D02

D02

D02

D02

D02

D02D02

D08

D06

D11

D11

D11

D11

D11

D01

D08

D08D08

D11

D08D01D11

D11

D06

D13

D13

MEANS OF EGRESS


PER IRC R310.2.1 - R310.2.2









EGRESS DOORS

PER IRC R311.2; R311.3


1 MIN. PER UNIT



OPEN 90 DEG.


DOOR HEIGHT 6'-8"





DOOR



PER IRC R314.3


LOCATIONS:








PER IRC R315








CO

S

FLOOR PLAN KEY















(VERTICAL)



VERTICAL,













> 5' = 0 HOUR RATED

PROJECTIONS:




OPENINGS IN WALLS:




WALL PENETRATIONS:

0' - 3' = COMPLY WITH r302.4




USED AS BASE CODE



IRC TABLE 01102.1.2 (R402.1.2)



CEILING R-49 MIN


MASS WALL R-13 MIN.

FLOOR R-30 MIN





BUILDING PERMIT


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:57:2

8 P

M

A104

03.14.22

21-023

EX

ISTI

NG

AN

D P

RO

PO

SED

TH

IRD

FLO

OR

PLA

NS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"2THIRD FLOOR PROPOSED

1/4" = 1'-0"1THIRD FLOOR SELECTIVE REMOVAL













No. Descrip. Date

050825

Text Box

ALT1316705

WD

D01

D01

1

A301

1

A310

1

A311

FLOOR PLAN KEY









USED AS BASE CODE



IRC TABLE 01102.1.2 (R402.1.2)



CEILING R-49 MIN


MASS WALL R-13 MIN.

FLOOR R-30 MIN





BUILDING PERMIT


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:57:2

9 P

M

A105

03.14.22

21-023

EX

ISTI

NG

AN

D P

RO

PO

SED

RO

OF P

LAN

S

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"1ROOF PLAN SELECTIVE REMOVAL

1/4" = 1'-0"2ROOF PLAN PROPOSED













No. Descrip. Date

050825

Text Box

ALT1316705

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

THIRD FLOOR

121.5'

ROOF

130.2'

GRADE

98.5'

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

THIRD FLOOR

121.5'

ROOF

130.2'

GRADE

98.5'

FF

D D D

A BAA

G G

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

THIRD FLOOR

121.5'

ROOF

130.2'

FF

D

E

D

BAABABB

G

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

THIRD FLOOR

121.5'

ROOF

130.2'

GRADE

98.5'


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:57:4

0 P

M

A201

03.14.22

21-023

EX

ISTI

NG

& P

RO

PO

SED

ELE

VA

TIO

NS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"3EXISTING SOUTH ELEVATION (FRONT)

1/4" = 1'-0"1PROPOSED SOUTH ELEVATION (FRONT)

1/4" = 1'-0"2PROPOSED NORTH ELEVATION (REAR)

1/4" = 1'-0"4EXISTING NORTH ELEVATION (REAR)

No. Descrip. Date

050825

Text Box

ALT1316705

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

BASEMENT

93.6'

THIRD FLOOR

121.5'

ROOF

130.2'

GRADE

98.5'

Backyard Grade

96.5'

A

B

BB

D D

D

FF

G

AA

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

BASEMENT

93.6'

THIRD FLOOR

121.5'

ROOF

130.2'

GRADE

98.5'

Backyard Grade

96.5'


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:57:4

5 P

M

A202

03.14.22

21-023

EX

ISTI

NG

& P

RO

PO

SED

ELE

VA

TIO

NS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"2PROPOSED EAST ELEVATION (DRIVEWAY SIDE)

1/4" = 1'-0"4EXISTING EAST ELEVATION (DRIVEWAY SIDE)

No. Descrip. Date

050825

Text Box

ALT1316705

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

THIRD FLOOR

121.5'

ROOF

130.2'

GRADE

98.5'

D D D

X X

X

D

F F

A

A

BB

C

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

THIRD FLOOR

121.5'

ROOF

130.2'

GRADE

98.5'


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:57:5

2 P

M

A203

03.14.22

21-023

EX

ISTI

NG

AN

D P

RO

PO

SED

ELE

VA

TIO

NS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"1PROPOSED WEST ELEVATION (LEFT SIDE)

1/4" = 1'-0"2EXISTING WEST ELEVATION (LEFT SIDE)

No. Descrip. Date

050825

Text Box

ALT1316705

FIRST FLOOR

101.9'

SECOND FLOOR

112.7'

BASEMENT

93.6'

THIRD FLOOR

121.5'

ROOF

130.2'

GRADE

98.5'

Backyard Grade

96.5'

1

A311


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

3/8" = 1'-0"

3/1

4/2

022

12

:57:5

3 P

M

A301

03.14.22

21-023

BU

ILD

ING

SEC

TIO

N

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

3/8" = 1'-0"1LONGITUDINAL SECTION

No. Descrip. Date

050825

Text Box

ALT1316705

UP

10

9

8

7

6

5

4

3

2

1

13 12 11

UP

DN

11

10

9

8

7

6

5

4

3

2

1

10

9

8

7

6

13 12 11

14 13 12

14 13 12

16

15

UP

DN

8

7

6

5

4

3

2

1

0

11

10

9

DN12

11

10

9

8

7

6

5

4

3

2

0

77

7/8

"1

00

1/8

"

6' -

8"

6' -

8"

6' -

8"

6' -

8"

6' -

8"

7' -

5 7

/8"

3' - 0" 4 1

/8"

9"

3' - 0"

7 5

/8"

9"

3' - 0"9"

8 1

/8"

8 1

/8"

9" 3' - 0"

9' -

1 5

/8"

8 1

/8"

9"3' - 0"

6' -

8"

3' - 0" 9"

8 1

/8"

STAIR

U1-200

ENTRY HALL

U1-101

MECH / STORAGE

U2-B01

STAIR

U2-102

STAIR

U2-201

WALK IN CL.

U2-302

MASTER HALLWAY

U1-300

STAIR

U2-300

MASTER BEDROOM

U2-301

NURSERY / OFFICE

U1-302

LAUNDRY

U1-204

MECH / STORAGE

U1-B01

9"

9"

9"

9"

9"

9"

9"

3' -

0"

9" 9" 3' - 0"

9' -

9"

4' - 6"

MECH / STORAGE

U1-B01

3' - 8 1/2" 9" 9" 3' - 0"

9"

9"

9"

9"

9"

9"

9"

9"

0"

9"

9"

3' -

0"

3' - 8 1/2" 1' - 6" 3' - 0"

8' - 2 1/2"

10

' - 6

"

ENTRY HALL

U1-101

9"

9"

9"

9"

9"

9"

9"

3' -

0"

3' - 1 1/2" 9" 9" 3' - 1 1/2"

3' - 0" 1' - 9" 3' - 0"

9' -

0 1

/8"

3' -

9 1

/8"

3' -

6"

7' - 9"

STAIR

U1-200

3' -

0"

9"

9"

9"

9"

9"

9"

9"

9"

9"

3' -

0"

7' - 9"

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

5' -

3"

7' -

11

7/8

"

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

MASTER HALLWAY

U1-300


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/2" = 1'-0"

3/1

4/2

022

12

:57:5

6 P

M

A310

03.14.22

21-023

UN

IT 1

-STA

IR S

EC

TIO

N A

ND

EN

LAR

GED

PLA

NS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/2" = 1'-0"1STAIR SECTION - UNIT 1

1/2" = 1'-0"2UNIT 1 STAIR - BASEMENT

1/2" = 1'-0"3UNIT 1 STAIR - FIRST FLOOR

1/2" = 1'-0"4UNIT 1 STAIR - SECOND FLOOR

1/2" = 1'-0"5UNIT 1 STAIR - THIRD FLOOR

No. Descrip. Date

050825

Text Box

ALT1316705

UP

4

3

2

1

11 10 9 8 7 6 5

13

12

UP

DN

4

3

2

1

12 11 10 9 8 7 6 5

16

15

14

13

11 10 9 8 7 6

13

12

UP

DN

3

2

1

11 10 9 8 7 6 5 4

13

12

16

15

14

13

12 11 10 9 8

DN

13

12

11 10 9 8 7 6 5 4

3

1

A301

1

A310

BEDROOM #4

U2-303

STAIR

U2-300

BEDROOM #1

U2-203

POWDER RM

U2-104

MECH / STORAGE

U2-B01

MECH / STORAGE

U2-B01

STAIR

U2-102

STAIR

U2-201

3' - 0"10"

7 5

/8"

6' -

8"

6' -

8"

6' -

8"

9" 3' - 0"

8 1

/8"

8' -

0 3

/4"

6' -

6 1

/8"

7' -

1 1

/4"

3' - 0"9"

8 1

/8"

6' -

1 1

/8"

9"

9"

9"

3' -

0 3

/4"

9" 9" 3' - 0"3' - 1 5/8" 9" 9"

9"

3' -

4 5

/8"

10' - 11 3/4"

3' - 0" 4' - 6" 3' - 0"

MECH / STORAGE

U2-B01

9" 9" 3' - 0"3' - 0" 9" 9" 9" 9"

9"

9"

9"

3' -

0"

3' - 4 7/8" 4' - 10 1/4" 3' - 0"

9"

9"

9"

3' -

0"

5' -

3"

11' - 3"

STAIR

U2-102

STAIR

U2-201

9"

9"

3' -

0"

3' - 0" 9" 9" 9" 9" 9" 9" 9" 3' - 0"

9"

9"

9"

3' -

0"

3' - 0" 5' - 3" 3' - 0"

11' - 3"

4' -

6"

3' -

0"

3' - 0" 9" 9" 9" 9" 9" 9" 9" 3' - 0"

3' -

0"

9"

11' - 3"

3' - 0"

STAIR

U2-300

WALK IN CL.

U2-302


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/2" = 1'-0"

3/1

4/2

022

12

:57:5

8 P

M

A311

03.14.22

21-023

UN

IT 2

-STA

IR S

EC

TIO

N A

ND

EN

LAR

GED

PLA

NS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/2" = 1'-0"1STAIR SECTION - UNIT 2

1/2" = 1'-0"2UNIT 2 STAIR - BASEMENT

1/2" = 1'-0"3UNIT 2 STAIR - FIRST FLOOR

1/2" = 1'-0"4UNIT 2 STAIR - SECOND FLOOR

1/2" = 1'-0"5UNIT 2 STAIR - THIRD FLOOR

No. Descrip. Date

050825

Text Box

ALT1316705

5/8" TYPE 'X' GYPSUM WALL BOARD

2X WOOD STUD

TYPICAL 2X EXTERIOR WALLC

OPEN CELL INSULATION

0' - 6 1/2"

RATING: 0 HR

NOTE:

*WHERE WALL SEPARATES UNIT AND

COMMON SPACE OR SHARED PORCH,

USE TYPE X FIRE RATED WALL BOARD

CAST IN PLACE CONCRETE, SEE

STRUCTURAL DRAWINGS FOR

WALL THICKNESS, CONCRETE MIX

AND REBAR DESIGN

1/2" GYPSUM WALL BOARD

2X6 WOOD STUD

1/2" PLYWOOD SHEATHING

AIR BARRIER, DO NOT OMIT

EVEN IF USING ZIP SYSTEM

SIDING PER ELEVATIONS

NEW 2X6 EXTERIOR WALL

RATING: 0 HRD

1/2" GYPSUM WALL BOARD**

2X4 WOOD STUD

2X4 INTERIOR WALL

RATING: 0 HR


SOUND ATTENTUATION INSULATION*

NOTE:

*3-1/2" SOUND ATTENTUATION BATT

INSULATION AT BEDROOM & BATH

WALLS

**USE 'MR' GYP AT ALL WET LOCATIONS

1/2" GYPSUM WALL BOARD, ONE

SIDE AT BASEMENT LOCATIONS,

HOLD DRYWALL UP 1" AFF MIN.

2X4 PT WOOD STUDS, USE PT

PLATE AT CONCRETE SLAB

LOCATIONS

2X4 INTERIOR BELOW GRADE FURRING WALL

RATING: 0 HR

CLOSED CELL INSULATION AT ALL

SUB GRADE LOCATIONS

OPEN CELL INSULATION

WALL CONSTRUCTION

(1) LAYERS 5/8" TYPE 'X' GWB

3/4" METAL Z CLIPS

2X4 WOOD STUD W/ 3 1/2"

SOUND ATT. INSUL.

1" AIRSPACE


SOUND ATT. INSUL.

3/4" METAL Z CLIPS


TYPICAL FIRE RATED UNIT SEPARATION WALL

RATING: 1 HR

UNDERSIDE OF JOIST

GWB CONTINUOUS TO

DECKING

GWB CONTINUOUS TO

DECKING BELOW

DEMISING PORTIONS OF

FLOORS TO BE 1HR RATED

PER TYPE D1 (UL-L513)

CEILING ASSEMBLY

BETWEEN UNITS

3/4" PLYWOOD PER

STRUCT.

UL:341

(1) LAYERS 5/8"

TYPE X GWB AT

DEMISING

FLOORS

TYP. CEILING

1/2" GYPSUM WALL BOARD**

2X6 WOOD STUD

2X6 INTERIOR WALL

RATING: 0 HR



AF

HOLD STUDS MIN 1" OFF FACE OF

CONCRETE FOUNDATION WHERE

APPLICABLE

1"

H

NOTE:



WALLS


STC: XX

CONCRETE FOUNDATION WALL

RATING: 0 HRJ

6 5/8"

4 1/2"

5/8"

3/4"3 1/2" 1" 3 1/2"

3/4"

5/8"

10 3/4"

6 17/32"

5"

1" 4"

10"

CAST IN PLACE CONCRETE

CONCRETE RETAINING WALL

RATING: 0 HRK

8"

5/8" NON-PAPER FACED

GYPSUM WALL BOARD

2X4 WOOD STUD

2X4 INTERIOR WALL AT MECHANICAL CLOSET

RATING: 1 HR

5/8" NON-PAPER FACED

GYPSUM WALL BOARD


NOTE:



WALLS


E

4 3/4"

G

WALL CONSTRUCTION

(1) LAYER 5/8" TYPE 'X' GWB

3/4" METAL Z CLIP


SOUND ATT. INSUL.


1" AIRSPACE


SOUND ATT. INSUL.

1/2" 'MR' GYP BOARD

WET WALL SIDE

5/8"

3/4"3 1/2"

5/8"

1" 5 1/2" 1/2"

1' - 0 1/2"

FIRE RATED UNIT SEPARATION WALL AT BATH LOCATIONS

RATING: 1 HR UL:341B

STC: XX









TWO FAMILY















(VERTICAL)



VERTICAL,













> 5' = 0 HOUR RATED

PROJECTIONS:




OPENINGS IN WALLS:




WALL PENETRATIONS:

0' - 3' = COMPLY WITH r302.4



[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

As indicated

3/1

4/2

022

12

:57:5

8 P

M

A401

03.14.22

21-023

WA

LL T

YP

ES

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1 1/2" = 1'-0"

WALL TYPES

No. Descrip. Date

050825

Text Box

ALT1316705

PEEL AND STICK AIR-VAPOR

BARRIER MEMBRANE

BETWEEN DEMISING WALL

AND EXTERIOR MASONRY

EXTERIOR FOUNDATION WALL

(VARIES)

SPRAY-FOAM

INSULATION AS OCCURS

FURRING WALL PER PLAN

5/8" TYPE 'X' GWB

FURRED WALL TYPE

PER PLANS, TYP

FIRE CAULKING

DRAINAGE MAT

WALL TYPE A

FOU

ND

ATI

ON

WA

LL

WALL TYP PER PLAN

(VARIES)

5/8" TYPE 'X' GWB

WALL TYPE A

C O

R D

(V

AR

IES)

WA

LL T

YP

E

RUN RATING

CONTINOUS BEHIND

PARTITION WALL

PEEL AND STICK AIR-VAPOR

EXTERIOR WALL (VARIES)

SPRAY-FOAM

INSULATION AS OCCURS

FURRING WALL PER PLAN

5/8" TYPE 'X' GWB

FURRING WALL TYPE

PER PLANS, TYP

ACOUSTICAL SEALANT

ACOUSTICAL SEALANT

SHEATHING

SIDING PER PLAN

FRAMING PER PLANS

5 1

/4"

WA

LL T

YP

E K

A OR B (VARIES)

WALL TYPE

WALL TYPE A

DEMISING WALL

TYPE A PER PLAN

ACOUSTIC SEALANT CONT

AT PERIMETER (TYP)

PARTITION LOCATION VARIES, RUN FIRE

RATED WALLS CONTINOUS BEHIND ANY

INTERIOR PARTITIOS, TYP, FOR ALL

FIRE

BLOCKING

C OR D

WALL TYPE

WA

LL T

YP

E A

ALI

GN

TYPE B -

WOOD JOIST FLOOR ASSEMBLY - WITHIN A SINGLE DWELLING UNIT

STC- N/A

(1) LAYERS 5/8" TYPE 'X' GYP BD

BACKER ROD AND SEALANT

DEMISING PARTITION AS OCCURS

1/2" RESILIENT CHANNEL

EXISTING 3/4" HARDWOOD WOOD SUBFLOOR

NEW PLYWOOD SUBFLOOR PER STRUCT

FLOORING PER SCHED

TYPE A -

WOOD JOIST FLOOR ASSEMBLY - SEPARATION BETWEEN UNIT /

BASEMENT RATED MECHANICAL SPACE

UL L-520 1-HOUR RATED FLOOR/CEILING ASSEMBLY

STC-N/A IIC-N/A

FILL BAYS WITH SPRAY FOAM INSULATION PER SPEC

(2) LAYERS 3/4" TYPE 'X' GYP BD

ON FURRING STRIPS

BACKER ROD AND SEALANT

ALL DUCTWORK TO

RUN UNDERNEATH

FIRE RATED ASSEMBLY,

FIRE DAMPERS REQ. AT

RATING

PENETRATIONS

DEMISING PARTITION AS OCCURS

EXISTING 3/4" HARDWOOD WOOD SUBFLOOR

NEW PLYWOOD SUBFLOOR PER STRUCT

3/4

"3

/4"

3/4

"3

/4"

1" CONTINUOUS RIGID INSULATION RUN OPPOSITE

DIRECTION OF FRAMING

FLOORING PER SCHED


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

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jec

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client

stamp

issue date

As indicated

3/1

4/2

022

12

:57:5

9 P

M

A402

03.14.22

21-023

FIR

E R

ATE

D A

SSEM

BLI

ES

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

3" = 1'-0"3DEMISING WALL @ EXTERIOR FOUNDATION WALL

3" = 1'-0"2DEMISING WALL & INTERIOR PARTITION - WALLS A, C/D

3" = 1'-0"4DEMISING WALL @ EXTERIOR WALL

3" = 1'-0"1DEMISING WALL AT CORNER

1" = 1'-0"BFLOOR TYPE B - WOOD FRAME FLOOR ASSEMBLY - WITHIN SAME UNIT

1" = 1'-0"AFLOOR TYPE A - WOOD FRAME FLOOR ASSEMBLY - ABOVE BASEMENT

No. Descrip. Date

050825

Text Box

ALT1316705

A B C D E F G59 3/4"

48

1/4

"

36"

77

1/4

"

21"

77

1/4

"

67

1/4

"

36" 22"

34

1/4

"

31"

48

3/4

"

32 1/4"

16

1/4

"

TEMPERED WINDOWS WITH GLAZING WITH

18" OF WALKING SURFACE, VERIFY IN FIELD

SAFETY GLAZING

SAFETY (TEMPERED) GLAZINGPER IBC 2015 R308

SAFETY GLAZING REQUIRED AT THE FOLLOWING LOCATIONS• ALL GLASING SWING/SLIDING DOORS• GLAZING WITHIN 24" OF A SWING

DOOR (EITHER HINGE SIDE OR PULL SIDE)

• ANY INDIVIDUAL PANE GREATER THAN 9 SF IN AREA

• ANY PANE THAT IS INSTALLED WITHIN 18" OF A WALKING SURFACE

• ANY PANE WITHIN 60" OF AN EDGE OF BATHTUB, SHOWER, HOT TUB SPA, WHIRPOOL OR SWIMMING POOL


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

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pro

jec

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client

stamp

issue date

As indicated

3/1

4/2

022

12

:58:0

0 P

M

A501

03.14.22

21-023

WIN

DO

W E

LEV

ATI

ON

S &

SC

HED

ULE

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

WINDOW SCHEDULE

KEY QTY MFR.WINDOW

STYLEDescription

GC TO VERIFY EXIST. HeadHeight

Sill HeightLitesWide

LitesHigh

Egress Temp. CommentsRO (H) RO (W)

BASEMENT

G 7 JELD-WEN UTTHOPAluminum Clad Wood Hopper Window with 7/8"SDL & Spacer Bar per Elevs

20 1/2" 37"<varies

><varies> 3 1

GC TO VERIFY EXISTING UNITSIZE PRIOR TO ORDER

7

FIRST FLOOR

A 11 JELD-WEN SCDH3776Aluminum Clad Wood Double Hung Windowwith 7/8" SDL & Spacer Bar per Elevs

78 1/2" 37"<varies

><varies> YES YES


B 6 JELD-WEN SCDH2176Aluminum Clad Wood Double Hung Windowwith 7/8" SDL & Spacer Bar per Elevs

78 1/2" 22"<varies

><varies> NO YES


C 1 JELD-WEN SCC3048-2Aluminum Clad Wood Casement Window with7/8" SDL & Spacer Bar per Elevs

48 3/4" 60 3/4" 8' - 1" 4' - 1" 2 3

D 2 JELD-WEN SCDH3768Aluminum Clad Wood Double Hung Windowwith 7/8" SDL & Spacer Bar per Elevs

68 1/2" 37"<varies

><varies> YES


20

SECOND FLOOR

D 10 JELD-WEN SCDH3768Aluminum Clad Wood Double Hung Windowwith 7/8" SDL & Spacer Bar per Elevs

68 1/2" 37" 7' - 7" 1' - 11" YES YESGC TO VERIFY EXISTING UNITSIZE PRIOR TO ORDER

E 1 JELD-WEN SCDH2436Aluminum Clad Wood Double Hung Windowwith 7/8" SDL & Spacer Bar per Elevs

35 1/2" 23" 7' - 7" 4' - 8" NOGC TO VERIFY EXISTING UNITSIZE PRIOR TO ORDER

11

THIRD FLOOR

F 8 JELD-WEN SCDH3352Aluminum Clad Wood Double Hung Windowwith 7/8" SDL & Spacer Bar per Elevs

50" 32" 7' - 2" 3' - 0 1/2" NOGC TO VERIFY EXISTING UNITSIZE PRIOR TO ORDER

8

TOTAL 46

3/4" = 1'-0"

WINDOW KEY

No. Descrip. Date

050825

Text Box

ALT1316705


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

3/16" = 1'-0"

3/1

4/2

022

12

:58:0

1 P

M

S100

03.14.22

21-023

FR

AM

ING

PLA

NS

ADCO

Development

PERMIT PLAN

17 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

3/16" = 1'-0"1FIRST FLOOR FRAMING PLAN

3/16" = 1'-0"2SECOND FLOOR FRAMING PLAN

3/16" = 1'-0"3THIRD FLOOR FRAMING PLAN

No. Descrip. Date

050825

Text Box

ALT1316705

Michelle Wu

Mayor

1010 Massachusetts Avenue, 5th Floor, Boston, MA 02118 Telephone: (617) 635-5300

Boston Inspectional Services DepartmentPlanning and Zoning Division

Marc A. Joseph

Inspector of BuildingsMORE INFORMATION REQUEST LETTER

June 06, 2022

RICHARD LYNDS

245 SUMNER STREET SUITE 110

BOSTON, MA 02128

Application #:

Location:

Zoning District:

Purpose:

ERT1316710

21 Alveston St, Ward 19

Jamaica Plain Neighborhood, 2F-9000

RE:

Subdivide existing 16,005 s.f. lot into two lots. Lot 1 to contain 9,503 s.f. and Lot 2 to contain 6,502 s.f., renovate existing two family

dwelling on Lot 1 and erect a new single family dwelling (with detached garage) on Lot 2 as per plans see ALT1316705 for

subdivision and renovation of existing structure.

The following information shall be provided to Inspectional Services Department to complete the Building Permit Plan Review:

1. Construction Documents (two sets and to scale):

● Architectural, Structural and Fire Alarm Plans

2. Supporting Documents:

● Licensed Builder's Info (Construction License, Workers' Compensation Affidavit, Certification of Liability Insurance)

● Home Improvement Contractor Registration

● Construction Cost Estimate with Breakdown

● IECC/MA Stretch Energy Code Compliance Report

● Property Deed

● NFPA 241 Report

● Construction Management Plan Report

3. City Agencies' Approvals:

● Boston Planning and Development Agency: Two Sets of Approved Drawings: NDOD

● Boston Water & Sewer Department: Two Sets of Approved Drawings

● Department of Public Works

● Environmental Sanitation Department

4. Additional Information/Comments:

Mattock Higgins

All construction documents shall be organized in two sets, submitted together (no partial information will be accepted), and dropped off at Inspectional

Services Department with the above referenced application number or re-uploaded on the portal if it is an ePlan application. More information may be required.

Please be advised that the time limitation of your application shall be 180 days, otherwise it shall be deemed abandoned per 780 CMR. Thank you for your

assistance.

Francesco D'Amato, Plans Examiner

[email protected] / (617) 961-3265



RENOVATION AND RECONSTRUCTION OF A 2

FAMILY RESIDENTIAL WOOD FRAME STRUCTURE.

PROPERTY HAS AN EXISTING DETACHED 2 CAR

CONC. BLOCK GARAGE

THE PROJECT IS AS-OF-RIGHT REQUIRING NO

ZONING OR OTHER RELIEF FROM THE CITY OF

CAMBRIDGE.

OCCUPANCY GROUP:

PER IBC 310.5 RESIDENTIAL - GROUP R-3 ONE

AND TWO FAMILY

CONSTRUCTION TYPE:

PER IBC TABLE 6.1 CONSTRUCTION TYPE V-B

WOOD FRAME STRUCTURE, RATED BEARING WALLS

REQ.


THE BUILDING WILL BE EQUIPPED WITH A LOCAL

TYPE SMOKE AND CARBON MONOXIDE DETECTION

SYSTEM. ALARM AND SPRINKLER SYSTEMS ARE NOT

REQUIRED.


BUILDING CODES







ACCESSIBILITY


M-E-P CODES





ENERGY CODE




[email protected]

phone: (617) 827.3527

Sheet no.

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job number

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ARCHITECT

119 BRAINTREE STREETBOSTON, MA 02134(617)-827-3527

www.boucherarchitecture.com

KBA

OWNER

1/4" = 1'-0"

3/1

4/2

022

12

:31:3

3 P

M

A000

03.14.22

21-023

CO

VER

SH

EET

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

19 ALVESTON STREET, JAMAICA PLAIN MA

PERMIT SET03.14.22

ADCO Development

300 1st AVENUE

NEEDHAM, MA 02494

300 1st AVENUENEEDHAM, MA 02494

TABLE OF CONTENTS

# Sheet Name

Sheet IssueDate

CurrentRevision

A000 COVER SHEET 03.14.22

A001 LEGENDS 03.14.22

A010 OPEN SPACE DIAGRAM 03.14.22

A011 ARCHITECTURAL SITE PLAN 03.14.22

A012 GFA AREA DIAGRAMS 03.14.22

A100 BASEMENT, FIRST AND SECOND FLOOR PLANS 03.14.22

A101 THIRD FLOOR AND ROOF PLANS 03.14.22

A201 BUILDING ELEVATIONS 03.14.22

A210 3D VIEWS 03.14.22

A301 BUILDING SECTION 03.14.22

A401 WALL AND FLOOR ASSEMBLIES 03.14.22

S100 FRAMING PLANS 03.11.22

No. Descrip. Date



RENOVATION AND RECONSTRUCTION OF A 2

FAMILY RESIDENTIAL WOOD FRAME STRUCTURE.

PROPERTY HAS AN EXISTING DETACHED 2 CAR

CONC. BLOCK GARAGE

THE PROJECT IS AS-OF-RIGHT REQUIRING NO

ZONING OR OTHER RELIEF FROM THE CITY OF

CAMBRIDGE.

OCCUPANCY GROUP:

PER IBC 310.5 RESIDENTIAL - GROUP R-3 ONE

AND TWO FAMILY

CONSTRUCTION TYPE:

PER IBC TABLE 6.1 CONSTRUCTION TYPE V-B

WOOD FRAME STRUCTURE, RATED BEARING WALLS

REQ.


THE BUILDING WILL BE EQUIPPED WITH A LOCAL

TYPE SMOKE AND CARBON MONOXIDE DETECTION

SYSTEM. ALARM AND SPRINKLER SYSTEMS ARE NOT

REQUIRED.APPLICABLE CODES - 1-2 FAMILY RESIDENTIAL

BUILDING CODES







ACCESSIBILITY


M-E-P CODES





ENERGY CODE



ZONING SUMMARY

THIS IS AN EXISTING RESIDENTIAL 2 FAMILY STRUCTURE LOCATED IN A RES

C-1 ZONE.

THE HOUSE IS EXISTING NONCONFORMING FOR LOT SIZE, FAR AND

SETBACKS. THE PERMIT PLANS TO ENCLOSE EXISITNG COVERED PORCHES

WITH NEW EXTERIOR WALLS AT THE FRONT & REAR.

• NO NEW WINDOWS LOCATED WITHIN SETBACKS.

• NO NEW GFA CREATED

• NO NEW NONCONFORMITIES OR INCREASE IN EXISTING

NONCONFORMITIES.

HISTORIC / OVERLAY DISTRICT SUMMARY

THIS PROJECT IS LOCATED WITHIN THE XXX HISTORIC NEIGHBORHOOD

CONSERVATION DISTRICT. RECEIVED A CERTIFICATE OF

APPROPRIATENESS FROM THE MCNCD ON XX/XX/20XX CASE NUMBER:

XXX

PROJECT SUMMARY

A. DISCREPANCIES: THE GENERAL CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION

ANY DISCREPANCIES FOUND BETWEEN THE ARCHITECT'S DRAWINGS AND FIELD CONDITIONS.

B. PERMITS AND APPROVALS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

DETERMINING REQUIREMENTS FOR, IDENTIFYING AND SECURING ALL NECESSARY PERMITS

AND APPROVALS REQUIRED FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. THE

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION AND OCCUPANCY

OF THE WORK, SHALL PREPARE THE NECESSARY APPLICATIONS AND SUBMIT REQUIRED PLANS

AND DOCUMENTS TO OBTAIN SUCH PERMITS IN A TIMELY MANNER, AND SHALL PAY ALL FEES

AND CHARGES IN CONNECTION THEREWITH.

C. SCALING: DO NOT SCALE OFF THESE DRAWINGS.

D. CODES AND REQUIREMENTS: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT

ALL TRADES CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS.

E. SCHEDULING AND COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

THE COORDINATION OF SEQUENCES AND SCHEDULES AND THE ACTUAL INSTALLED LOCATION

AND INTERFACE OF THE WORK.

F. LANGUAGE: THE USE OF THE WORDS 'PROVIDE' OR 'PROVIDED' IN CONNECTION WITH ANY

ITEM SPECIFIED OR INDICATED SHALL MEAN, UNLESS OTHERWISE NOTED, THAT SUCH ITEM

SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR (OR HIS/HER

SUBCONTRACTORS) WITH ALL REQUIRED ACCESSORIES AND CONNECTED WHERE REQUIRED.

THE ARCHITECT SHALL BE THE SOLE AND FINAL JUDGE OF WHAT CONSTITUTES AN ACCEPTABLE

MATCH.

G. TEMPORARY UTILITIES: THE GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY UTILITIES

AS REQUIRED FOR THE CONTRACTOR'S EQUIPMENT.

H. PUBLIC ACCESS: PUBLIC SIDEWALKS AND STREETS USED FOR DELIVERY, ACCESS TO THE

CONSTRUCTION SITE, AND WHICH MAY BE PART OF THE CONSTRUCTION SITE, SHALL BE

PROTECTED AND MAINTAINED BY THE GENERAL CONTRACTOR IN A CLEAN AND SAFE

CONDITION AT ALL TIMES. THESE AREAS SHALL NOT BE USED TO STORE CONSTRUCTION

MATERIALS OR EQUIPMENT. THE GENERAL CONTRACTOR SHALL REPAIR ANY CONSTRUCTION

RELATED DAMAGE TO THESE AREAS.

I. DEMOLITION: THE GENERAL CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED

MATERIALS OFFSITE.

J. WORK IN THE RIGHT-OF-WAY: THE GENERAL CONTRACTOR SHALL COORDINATE HIS/HER

OCCUPANCY, USE, AND POSSIBLE BLOCKAGE OF ANY PUBLIC STREET OR SIDEWALK WITH THE

CITY OF CAMBRIDGE AND ANY AND ALL OTHER PUBLIC AGENCIES HAVING JURISDICTION.

K. CONSTRUCTION AREA: THE GENERAL CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION

AREA IN A CLEAN AND ORDERLY CONDITION, AND SHALL REMOVE AND LEGALLY DISPOSE OF

ANY WASTE OFF-SITE.

L. CONDITIONS OF COMPLETION: UPON COMPLETION OF THIS PROJECT, THE GENERAL

CONTRACTOR SHALL THOROUGHLY CLEAN ALL FLOOR COVERING, FLOOR BASES, INTERIOR

AND EXTERIOR FACE GLASS, AND ALL OTHER ITEMS INSTALLED OR AFFECTED DURING THE

CONSTRUCTION, PRIOR TO TURNING THE SPACE OVER TO THE OWNER.

M. BASIS OF PERFORMANCE: THESE DRAWINGS AR INTENDED TO PROVIDE THE BASIS FOR THE

PERFORMANCE OF A COMPLETELY FINISHED JOB. ANYTHING NOT EXPRESSLY SET FORTH, BUT

WHICH IS REASONABLY IMPLIED AND/OR NECESSARY FOR THE PROPER PERFORMANCE AND

COMPLETION OF THIS WORK SHALL BE INCLUDED.

N. LICENSING: THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE PROPERLY

LICENSED AND INSURED TO PERFORM THE WORK SPECIFIED HEREIN IN THE CITY OF

CAMBRIDGE AND THE STATE OF MASSACHUSETTS.

GENERAL NOTES

A. INTERIOR WALL FINISH TO BE 1/2" 'BLUEBOARD' WITH VENEER PLASTER FINISH (TYP U.N.O.)

B. GARAGE SIDE OF ALL WALLS AND CEILINGS BETWEEN GARAGE SPACE AND LIVING SPACE TO

RECEIVE MIN. (1) LAYER OF 5/8" TYPE 'X' GYP. BD. (TYP. U.N.O.)

C. ALL BATHROOM AND BEDROOM WALLS TO RECEIVE MIN. 3-1/2" SOUND ATTENUATION BATT

INSULATION.

D. PROVIDE 3-1/2" SOUND ATTENUATION BATT INSULATION AT ALL WALLS AND FLOOR CEILING

ASSEMBLIES SEPARATING INDIVIDUAL RESIDENTIAL UNITS.

E. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL DROP CEILINGS

AND SOFFITS AS REQUIRED FOR MECHANICAL SYSTEMS. COORDINATE REQUIREMENTS WITH

MECHANICAL CONTRACTOR.

F. THE SUPPORTING STRUCTURE FOR ALL FIRE RATED FLOOR/CEILING ASSEMBLIES SHALL BE FIRE

RATED WITH AN EQUAL OR GREATER FIRE RATING. ALL BEARING POSTS AND FIRE RATED WALL

ASSEMBLY.

G. PRESSURE TREATED LUMBER IS TO BE USED AT ALL DAMP OR WET LOCATIONS. THIS SHALL

INCLUDE, BUT IS NOT LIMITED TO :

a. 2X SLEEPERS ON CONCRETE SLABS AT THE BASEMENT OR GARAGE LEVEL.

b. ALL SILLS AND SOLE PLATES AT CONC. OR MASONRY FOUNDATION WALLS.

c. ALL SLEEPERS ABOVE THE WATERPROOF MEMBRANE AT EXTERIOR DECKING

ABOVE AN INTERIOR SPACE.

d. THE SUPPORTING STRUCTURE FOR ALL EXTERIOR PATIOS AND DECKS AND THEIR

ASSOCIATED RAILING SYSTEMS.

H. ALL BATH AND POWDER ROOMS TO BE MECHANICALLY VENTILATED PER 780 CMR

3603.6.2

I. NO SHEET METAL OR OTHER FASTENING MEANS SHALL BE ALLOWED TO PENETRATE CLOTHES

DRYER EXHAUST VENTS. VENTS SHALL BE MIN. 016" THICK RIGID METAL DUCTING WITH SMOOTH

INTERIOR SURFACE AND JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. (780 CMR 3618.1)

GENERAL CONSTRUCTION NOTES

DRAWING ABBREVIATIONS INDEX OF DRAWINGS

LEGEND

NUMBERING SYSTEM:

A2.10/01

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

NUMBER OF PLAN, DETAIL, ETC. ON

SHEET

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT, OR

CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE

RIGID INSULATION

EXTRUDED POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT GYP

BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/

DRAWING SYMBOLS

A ---------------------

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CER CERAMIC

CF CONTRACTOR FURNISHED

CI CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

0GRID / COLUMN

LINE DESIGNATOR

DOOR NUMBER

INTERIOR ELEVATION

WINDOW TYPE

ROOM NAME/

NUMBER

EXTERIOR ELEVATION

1 REVISION TAGPLAN, BLOW-UP DETAIL

NORTH ARROW

SPOT ELEVATION

FLOOR LEVEL

SHEET NUMBER

WHERE ELEVATION

IS DRAWN

SHEET NUMBER

WHERE SECTION/

DETAIL IS DRAWN

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FL FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MF SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STOR STORAGE

STR STRINGERS

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

S

1 HR FIRE

S

S

S


4 HR FIRE


2 HR FIRE


3 HR FIRE


FIRE RATED WALL SYMBOLS:

SHEET KEYNOTE

1i

W

Room name

101

WALL TYPE

Name

Elevation

?

A101

1SIM

A101

1

1

1

1

A101

1

1 1

1

SHEET NUMBER

WHERE ELEVATION

IS DRAWN

101

LOCUS MAP


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

As indicated

3/1

4/2

022

12

:31:3

4 P

M

A001

03.14.22

21-023

LEG

EN

DS

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

No. Descrip. Date

DN

DN

UP

DN

90

90

9595

95

95

91

92

93

98

98

98

98

97

PORCH W/ OH

DE

CK

UP

HY

D

GC

GC

GC

GC

98.2

7

98.2

5

98.4

8PP

PP

ME

TA

L A

T D

OO

R

ELE

V=10

1.0

9

94.1

0

92.7

7

93.3

0

N 65°20'1 5

" W

101 .0

0'

N 16°48'48" E

123.20'

S 85°20'33" E

127.00'

S 25°11'10" W165.50'

(PUBLIC

- VARIABLE WIDTH)

FIR

E

PIT

RET WALL

4' W

SF

6' W

SF

6' W

SF

6' VINYL

6' VINYL

H A R R I S A V E N U E

N/F

DANIELLE

RABINA &

JEREMY S. FIS

CHER

48230/325

#15 HARRIS AVENUE

8"D

ICL W

8"D

ICL W

2003

LA

WN

LA

WN

LA

WN

LA

WN

BIT

CO

NC

BIT

CO

NC

1 STORY

1 STORY

2½ STORY

#17

1 STORY

ENT

20.4'

28.4'

33.0'

LOT AREA

16,005± S.F.

or

0.367± Acres

6502 SF

LOT 2

OPEN SPACE

LOT 1

LOT 2

LOT 2 NEWLY ESTABLISHED LOTLOT AREA: 6502+/- SFALLOWABLE GFA 3251 SFPROPOSED GFA 3111 SF

12

' - 8

1/4

"

6' - 0"

8' -

0"

9503 SF

LOT 1

FR

ON

T SETB

AC

K

20

' -

0"

3"

3"

10' - 2 1/4"

PER SUBDIVISION SURVEY60.9'

PER SUBDIVISION SURVEY

63.0'

10.3'

10.7'

30.7

'

20.3'

24

.3'


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/8" = 1'-0"

3/1

4/2

022

12

:31:4

3 P

M

A010

03.14.22

21-023

OP

EN

SP

AC

E D

IAG

RA

M

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/8" = 1'-0"1LOT AREA PLAN

OPEN SPACE DIAGRAM

Name Area

LOT 2 6502 SF

LOT 1 9503 SF

TOTAL LOT AREA: 2 16005 SF

0' 4' 8' 16' 32'

LOT 1PROPOSED GSF: 4683 SFMIN. LOT AREA REQ. TO SUPPORT SF: 9366 SFLOT AREA PROVIDED: 9495 SF

No. Descrip. Date

DN

DN

UP

90

90

95

95

95

100

95

95

88

91

92

93

98

98

98

99

98

98

97

97

96

PORCH W/ OH

DE

CK

ELEC±

ELEC±ELEC±

UP

UP

HY

D

HY

D

DM

H

(rec)

SMR

SM

H

R=99.8

4

I=92.8

±

(OFFS

SM

H

R=98.8

0

I=90.6

GC

GCGC

GC

GC

GC

GC

GC

GC

98.2

7

98.2

5

98.4

8PP

PP

ME

TA

L A

T D

OO

R

ELE

V=10

1.0

9

94.1

0

92.7

7

97.5

9

93.3

0

N 65°20'1 5

" W

101 .0

0'

N 16°48'48" E

123.20'

S 85°20'33" E

127.00'

S 25°11'10" W165.50'

(PUBLIC

- VARIABLE WIDTH)

(PUBLIC - VARIABLE WIDTH)

FIR

E

PIT

RET WALL

4' W

SF

6' W

SF

6' W

SF

6' VINYL

6' VINYL

H A R R I S A V E N U E

A L V E S T O N S T R E E T

N/F

DANIELLE

RABINA &

JEREMY S. FIS

CHER

48230/325

#15 HARRIS AVENUE

N/F

CARSON F.

BIEDERMAN &

SUSAN J.

MACPHERSON

42336/176

#23 ALVESTON STREET

8"D

ICL W

8"D

ICL W

2003

8"DICL W

8"DICL W8"DICL W

LA

WN

LA

WN

LA

WN

LA

WN

BIT CONC

BIT

CO

NC

BIT CONC

BIT

CO

NC

BIT

CO

NC

1 STORY

1 STORY

2½ STORY

#17

1 STORY

ENT

20.4'

28.4'

33.0'

LOT AREA

16,005± S.F.

or

0.367± Acres

10'

0.2

5'

0.25'

20

'

5'

5.06'


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/8" = 1'-0"

3/1

4/2

022

12

:31:5

5 P

M

A011

03.14.22

21-023

AR

CH

ITEC

TUR

AL

SIT

E P

LAN

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/8" = 1'-0"1PROPOSED SITE PLAN

No. Descrip. Date

1323 SF

BASEMENT

1343 SF

FIRST FLOOR

491 SF

GARAGE

22.3'

22

'

7.2

1'

1200 SF

SECOND FLOOR

ATRIUM OPEN

TO BELOW

569 SF

THIRD FLOOR

ATRIUM OPEN

TO BELOW


FLOOR AREA, GROSS.

THE SUM OF AREAS OF THE SEVERAL FLOORS OF THE STRUCTURE, AS MEASURED BY THE EXTERIOR FACES OF THE WALLS,

INCLUDING FULLY ENCLOSED PORCHES AND THE LIKE AS MEASURED BY THE EXTERIOR LIMITS THEREOF, BUT EXCLUDING

• (A) GARAGE SPACE WHICH IS IN THE BASEMENT OF A BUILDING OR, IN THE CASE OF GARAGE SPACE ACCESSORY

TO A DWELLING, IS AT GRADE,

• (B) BASEMENT AND CELLAR AREAS DEVOTED EXCLUSIVELY TO USES ACCESSORY TO THE OPERATION OF THE

STRUCTURE, AND

• (C) AREAS ELSEWHERE IN THE STRUCTURE DEVOTED TO HOUSING MECHANICAL EQUIPMENT CUSTOMARILY

LOCATED IN THE BASEMENT OR CELLAR SUCH AS HEATING AND AIR CONDITIONING EQUIPMENT, PLUMBING,

ELECTRICAL EQUIPMENT, LAUNDRY FACILITIES AND STORAGE FACILITIES, PROVIDED, HOWEVER, THAT IN AN H-2-45,

H-2-65, H-3-65, L-2-65 OR B-3-65 DISTRICT NO AREA IN AN EXISTING STRUCTURE PREVIOUSLY INCLUDED IN GROSS

FLOOR AREA AND NO AREA IN ANY ADDITION TO AN EXISTING STRUCTURE, EXCEPT AREAS NOT USED OR DESIGNED

TO BE USED FOR HUMAN OCCUPANCY, SUCH AS ATTICS, BASEMENTS, CELLARS OR SPACE UNDER SLOPING EAVES,

SHALL BE EXCLUDABLE FROM GROSS FLOOR AREA AS AREA FOR STORAGE FACILITIES OR LAUNDRY FACILITIES.








•


PARKING





PROJECT ZONING


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

As indicated

3/1

4/2

022

12

:31:5

8 P

M

A012

03.14.22

21-023

GFA

AR

EA

DIA

GR

AM

S

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

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




0' 2' 4' 8'

AREA SCHEDULE

Name Level Area

ZoningArea Type

FIRST FLOOR FIRST FLOOR 1343 SF GFA

SECOND FLOOR SECOND FLOOR 1200 SF GFA

THIRD FLOOR THIRD FLOOR 569 SF GFA

3111 SF

BASEMENT BASEMENT 1323 SF NON-GFA

GARAGE FIRST FLOOR 491 SF NON-GFA

1813 SF

TOTAL SF 4925 SF

NEWLY ESTABLISHED LOT AREA = 6514 SF

ALLOWABLE GFA: 3257 SF

No. Descrip. Date

050825

Text Box

Unfinished basement

050825

Line

050825

Text Box

Exterior wall rating required due to insufficient for separation distance from motor vehicle storage

050825

Typewritten Text

?

050825

Typewritten Text

UPDN

DN

UP

DN

DN UP

UNFINISHED BASEMENT

B01

BATHROOM

B03

MECHANICAL

B02

27' - 11"

14

' - 7

1/4

"4

1/2

"9

' - 0

1/4

"

22' - 6 1/2" 4 1/2" 5' - 0"

44

' - 8

1/4

"

23' - 11"

12

' - 8

1/4

"

21' - 11"

47

' - 2

1/4

"

24' - 5" 6' - 0"

12

' - 8

1/4

"2

6' -

6"

8' -

0"

4' - 0"26' - 5"

S

CO

12

' - 5

1/4

"

DINING ROOM

105

13' - 0" 16' - 5"

3' - 11"26' - 6"

47

' - 2

1/4

"

6' - 0"

24' - 5"

8' -

0"

26

' - 6

"1

2' -

8 1

/4"

LIVING ROOM

104

KITCHEN

106

POWDER RM

108

CL.

103

CL.

102

STAIR

S-1

PANTRY

107

ATRIUM

100

MUDROOM

109

CL.

110

21

' - 5

1/4

"1

2' -

4 1

/2"

25' - 6"

8' -

0 1

/4"

6' -

0"

S

MASTER BEDROOM

209

BEDROOM 1

210

BATH

211

BATH

205

BEDROOM 2

204

ROOF DECK

202

HALL

201

LAUNDRY

203

30' - 5"

30' - 0"

6' -

4 1

/4"

12

' -

9 1

/2"

26

' -

6"

16' - 6 1/2"

12

' -

1 1

/4"

5' -

4"

11' - 11 3/4"

10

' -

7 3

/4"

10

' -

0"

12' - 6"

7' -

0"

6' - 10 3/4"

CL.

207

MASTER BATH

206

STAIR

S-1

CL.

208

MEANS OF EGRESS


PER IRC R310.2.1 - R310.2.2









EGRESS DOORS

PER IRC R311.2; R311.3


1 MIN. PER UNIT



OPEN 90 DEG.


DOOR HEIGHT 6'-8"





DOOR



PER IRC R314.3


LOCATIONS:








PER IRC R315








CO

S

MEANS OF EGRESS - BASEMENT

WINDOW WELLS

PER IRC R310.22.3

HORIZONTAL AREA 9 SF MIN.

HORIZ. PROJECTION AND WIDTH 36" MIN. CLEARTHE AREA OF THE WINDOW WELL MUST ALLOW THE

EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST BE EQUIPPED WITH A PERMANENTLY AFFIXED

LADDER USEABLE WITH THE WINDOW IN THE FULLY OPEN POSITION

LADDERS OR RUNGS INSIDE WIDTH 12" MIN

LADDER OR RUNGS PROJECTION 3" MIN. FROM WALL

LADDER OR RUNGS SPACING 18" O.C. FOR FULL HEIGHT

GENERAL FLOOR PLAN NOTES:A. EXTERIOR DIMENSIONS ARE FROM FACE OF STUD, AND CENTER OF

OPENINGS.

B. INTERIOR DIMENSIONS ARE FINISH TO FINISH.

C. INSTALL 3-1/2" SOUND ATTENUATION BATT INSULATION AT ALL

WALLS SEPARATING DWELLING UNITS FROM ALL OTHER SPACES.

D. INSTALL 3-1/2" SOUND ATTENUATION BATT INSULATION AT ALL

BATHROOM AND BEDROOM WALLS.

E. UNLESS OTHERWISE NOTED THE HINGE SIDE OF DOOR JAMBS SHALL

BE SET 4" FROM ADJACENT WALLS

F. THE G.C. SHALL COORDINATE LOCATION OF ALL BLOCKING AS

REQUIRED IN THE ACCESSIBILITY AND ADAPTABILITY GENERAL

NOTES.


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:32:0

0 P

M

A100

03.14.22

21-023

BA

SEM

EN

T, F

IRST

AN

D S

EC

ON

D F

LOO

R P

LAN

S

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

0' 2' 4' 8' 16'

1/4" = 1'-0"

BASEMENT FLOOR PLAN1/4" = 1'-0"

FIRST FLOOR PLAN1/4" = 1'-0"

SECOND FLOOR PLAN

S

S

S

CO

No. Descrip. Date

DN

ATTIC

301

BATH

302

9' -

0 1

/4"

11' - 6 1/4"

15

' -

1 3

/4"

MEANS OF EGRESS


PER IRC R310.2.1 - R310.2.2









EGRESS DOORS

PER IRC R311.2; R311.3


1 MIN. PER UNIT



OPEN 90 DEG.


DOOR HEIGHT 6'-8"





DOOR



PER IRC R314.3


LOCATIONS:








PER IRC R315








CO

S



USED AS BASE CODE



IRC TABLE 01102.1.2 (R402.1.2)



CEILING R-49 MIN


MASS WALL R-13 MIN.

FLOOR R-30 MIN





BUILDING PERMIT

GENERAL FLOOR PLAN NOTES:A. EXTERIOR DIMENSIONS ARE FROM FACE OF STUD, AND CENTER OF

OPENINGS.

B. INTERIOR DIMENSIONS ARE FINISH TO FINISH.

C. INSTALL 3-1/2" SOUND ATTENUATION BATT INSULATION AT ALL

WALLS SEPARATING DWELLING UNITS FROM ALL OTHER SPACES.

D. INSTALL 3-1/2" SOUND ATTENUATION BATT INSULATION AT ALL

BATHROOM AND BEDROOM WALLS.

E. UNLESS OTHERWISE NOTED THE HINGE SIDE OF DOOR JAMBS SHALL

BE SET 4" FROM ADJACENT WALLS

F. THE G.C. SHALL COORDINATE LOCATION OF ALL BLOCKING AS

REQUIRED IN THE ACCESSIBILITY AND ADAPTABILITY GENERAL

NOTES.


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:32:0

1 P

M

A101

03.14.22

21-023

THIR

D F

LOO

R A

ND

RO

OF P

LAN

S

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"

THIRD FLOOR PLAN

0' 2' 4' 8' 16'

1/4" = 1'-0"

ROOF PLAN

No. Descrip. Date

FIRST FLOOR

98.5'

SECOND FLOOR

109.5'

ROOF

129.0'

AVG GRADE

94.5'

THIRD FLOOR

118.5'

10

' - 6

"9

' - 0

"1

1' -

0"

FIRST FLOOR

98.5'

SECOND FLOOR

109.5'

ROOF

129.0'

AVG GRADE

94.5'

THIRD FLOOR

118.5'

FIRST FLOOR

98.5'

SECOND FLOOR

109.5'

ROOF

129.0'

AVG GRADE

94.5'

THIRD FLOOR

118.5'

FIRST FLOOR

98.5'

SECOND FLOOR

109.5'

ROOF

129.0'

AVG GRADE

94.5'

THIRD FLOOR

118.5'


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/4" = 1'-0"

3/1

4/2

022

12

:32:1

0 P

M

A201

03.14.22

21-023

BU

ILD

ING

ELE

VA

TIO

NS

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/4" = 1'-0"

PROPOSED FRONT ELEVATION1/4" = 1'-0"

PROPOSED LEFT SIDE ELEVATION

1/4" = 1'-0"

PROPOSED REAR ELEVATION1/4" = 1'-0"

PROPOSED RIGHT SIDE ELEVATION

No. Descrip. Date


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

3/1

4/2

022

12

:32:1

5 P

M

A210

03.14.22

21-023

3D

VIE

WS

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

3D VIEW 1

VIEW FROM ALVESTON

3D VIEW 2

No. Descrip. Date

FIRST FLOOR

98.5'

SECOND FLOOR

109.5'

BASEMENT

89.5'

ROOF

129.0'

AVG GRADE

94.5'

THIRD FLOOR

118.5'

10

' -

6"

9' -

0"

11

' -

0"

9' -

0"

ATTIC

301

UNFINISHED BASEMENT

B01

CL.

103

CL.

102

STAIR

S-1 34

.5'


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

1/2" = 1'-0"

3/1

4/2

022

12

:32:1

7 P

M

A301

03.14.22

21-023

BU

ILD

ING

SEC

TIO

N

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

1/2" = 1'-0"1STAIR SECTION

No. Descrip. Date


[email protected]

phone: (617) 827.3527

Sheet no.

scale

job number

titl

e

pro

jec

t

client

stamp

issue date

3/16" = 1'-0"

3/1

4/2

022

12

:32:1

9 P

M

S100

03.14.22

21-023

FR

AM

ING

PLA

NS

ADCO

Development

PERMIT SET

19 A

LVESTO

N S

TREET,

JA

MA

ICA

PLA

IN M

A

300 1st AVENUE

NEEDHAM, MA 02494

3/16" = 1'-0"1FOUNDATION PLAN

3/16" = 1'-0"2FIRST FLOOR FRAMING PLAN

3/16" = 1'-0"3SECOND FLOOR FRAMING PLAN

3/16" = 1'-0"4THIRD FLOOR FRAMING PLAN

No. Descrip. Date

Boston Inspectional Services Department

Documents

Transcript of Boston Inspectional Services Department