Kitchen North Hampton.pdf

WARRENSTREET ARCHITECTS, INC.

PLANNERS, ARCHITECTS, LANDSCAPE ARCHITECTS, INTERIOR DESIGNERS

27 WARREN STREET, CONCORD, NH 03301

P. (603) 225-0640 F. (603) 225-0621

WA PROJECT NUMBER:

ISSUE DATE:

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301

P. (603) 225-0640 F. (603) 225-0621

PROJECT:

ISSUE:

ARCHITECT OF RECORD

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BUILDING 5 UTILITY UPGRADES

VA MEDICAL CENTER, LEEDS MA

PROJECT 631-15-021

LOUREIRO ENGINEERING ASSOCIATES

100 NORTHWEST DRIVE

PLAINVILLE, CT 06062

P. (860) 747-6181 F. (802) 410-2992

CIVIL

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301

P. (603) 225-0640 P. (603) 225-0621

LANDSCAPE ARCHITECTURE

LOUREIRO ENGINEERING ASSOCIATES

100 NORTHWEST DRIVE

PLAINVILLE, CT 06062

P. (860) 747-6181 F. (860) 410-2992

STRUCTURAL

LOUREIRO ENGINEERING ASSOCIATES

100 NORTHWEST DRIVE

PLAINVILLE, CT 06062

P. (860) 747-6181 F. (860) 410-2992

MECHANICAL/PLUMBING

LOUREIRO ENGINEERING ASSOCIATES

100 NORTHWEST DRIVE

PLAINVILLE, CT 06062

P. (860) 747-6181 F. (860) 410-2992

ELECTRICAL

LOUREIRO ENGINEERING ASSOCIATES

100 NORTHWEST DRIVE

PLAINVILLE, CT 06062

P. (860) 747-6181 F. (860) 410-2992

FIRE PROTECTION

ISSUED FOR CONSTRUCTION

FULLY SPRINKLERED

5/04/2020

BUILDING 5 UTILITY UPGRADES

/14

/20

COVER SHEET A000

ADA, CONVERSIONS, SYMBOLS, SIGNAGE & ABBREVIATIONS A003

CODE REVIEW A004

CODE PLANS A005

DEMOLITION FLOOR PLANS A101

DEMOLITION ROOF PLAN A105

SITE PLAN A110

BASEMENT PLAN A111

FIRST FLOOR PLAN A112

FIRST FLOOR FINISH PLAN A132

BASEMENT REFLECTED CEILING PLAN A141

FIRST FLOOR REFLECTED CEILING PLAN A142

ROOF PLAN A151

BASEMENT EXISTING EQUIPMENT PLAN A161

FIRST FLOOR EXISTING EQUIPMENT PLAN A162

BASEMENT EQUIPMENT PLAN A171

FIRST FLOOR EQUIPMENT PLAN A172

EXTERIOR ELEVATIONS A201

EXTERIOR ELEVATIONS A202

ENLARGED EXTERIOR ELEVATIONS - MONITOR A203

BUILDING SECTIONS A301

TEMP KITCHEN RAMP A302

WALL SECTIONS & DETAILS A321

SECTION DETAILS A322

PARTITION TYPES & DOOR SCHEDULE A601

PART HVAC DEMO PLANS H-100

MECHANICAL PLANS AND SCHEDULES H-102

PART PLANS - NEW WORK, BASEMENT MECH PLAN H-103

AND PIPING SCHEMATIC

KITCHEN HOOD EXHAUST DUCTING PLANS AND SECTIONS H-104

SPLIT SYSTEM SCHEDULES, SCHEMATIC AND SPECIFICATIONS H-105

PLUMBING PLANS P-100

ELECTRICAL SYMBOL LEGEND AND NOTES E-000

ELECTRICAL DEMOLITION PLANS E-100

POWER PLAN E-101

POWER PLAN E-102

ROOFTOP AND HOOD POWER PLANS AND SITE PLAN E-103

ELECTRICAL ONE-LINE AND SCHEDULES E-104

BASEMENT POWER PLAN E-105

EXISTING FIRST FLOOR LIGHTING PLAN (DEMO) E-106

FIRST FLOOR LIGHTING PLAN (NEW) E-107

BASEMENT EMERGENCY LIGHTING PLAN E-108

ELECTRICAL PANEL AND LUMINARIES SCHEDULES E-109

TYPICAL NOTES S-000

DUNNAGE DEMO PLAN AND ELEVATIONS S-100

STRUCTURAL ROOF FRAMING PARTIAL PLAN S-102

DETAILS S-103

KITCHEN EXHAUST FANS - ROOF PLAN, SECTIONS AND DETAILS S-104

KITCHEN EXHAUST FANS - SECTIONS AND DETAILS S-105

ELECTRICAL OPTIONS SU-1 FIRST FLOOR FIRE PROTECTION PLAN FP-100

A

MIN

1' - 6"60

" M

IN

GENERAL NOTE: ARROW INDICATES DIRECTION OF APPROACH / TRAVEL

" M

IN

MIN

22"

F/G L M O

" M

IN

MIN

12"

CLEARANCE

REQUIRED IF

DOOR HAS

CLOSER AND

LATCH

" M

IN

" M

IN

" M

IN

FRONT APPROACH,

PULL SIDE B/C FRONT APPROACH,

PUSH SIDE

CLEARANCE

REQUIRED IF DOOR HAS

CLOSER AND LATCH

" M

IN

HINGE APPROACH,

PUSH SIDE

" M

IN

H/I LATCH APPROACH,

PULL SIDE

24" MIN 54

" M

IN

CLEARANCE

REQUIRED IF DOOR

HAS CLOSER

" M

IN

J/K

CLEARANCE

REQUIRED IF DOOR

HAS CLOSER

" M

IN

LATCH APPROACH,

PUSH SIDE

D = 6

0" M

IN

D/E HINGE APPROACH,

PULL SIDE

D = 36" MINE

= 5

4" M

IN

E = 42" MIN

MIN

24"

POCKET APPROACH,

POCKET DOOR

FRONT APPROACH,

POCKET OR

FOLDING DOOR

N

" M

IN

MIN

24"

LATCH APPROACH,

POCKET DOOR

MIN

22"

DOORS IN SERIES

METAL & WOOD STUD PARTITIONS:

4-1/2" TYPICAL FROM FACE OF STUD

TO DOOR FRAME, UON

MASONRY PARTITIONS:

8" TYPICAL FROM FACE OF

MASONRY TO DOOR FRAME, UON

CLEAR

32" MIN

36"

CLEAR

32" MIN

CLEAR

32" MIN

MI

N.

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39" - 41"

7" - 9"

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6" MAX. @ REAR

12" MAX. @ SIDE

36" MIN. @ REAR

42" MIN. @ SIDE

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4"

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2 1/4" CLR

TO

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IP

2" DIA

1 1/4" -

HA

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RA

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5)

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OF DOOR SWING

9" MIN. FROM ARC

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FINISH

FLOOR

GENERAL NOTES: PROJECT TO COMPLY WITH 2010 ADA STANDARDS & ICC A117.1-2009. SEE ACCESSORY TYPES FOR SPECIFIED ACCESSORIES.

SIGN AT LATCH

SIDE OF DOOR

MIN 2" CLEAR

AT HANDRAILS

TO ADJACENT

FIXTURES AND

ACCESSORIES

MIN

8"

17" MIN

11" MIN

9"

" M

IN

TO

P

OF

S

IN

K

" M

AX

CLEARANCE

AREA

RE

FL

. S

UR

FA

C E

" M

AX

T

O

SEE DWGS

FOR PIPE

PROTECTION

TYPE

30" MIN CLR

CO

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RO

L H

E I

GH

T

1/2 " M

AX

T

HR

ES

HO

LD

H

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GH

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(A

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MA

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ET

IC

H

OL

D

OP

EN

D

EV

IC

E

PULL

STATION

AUDIBLE /

VISIBLE

ALARM

ADJACENT

WALL OR

PARTITION

SP

OU

T

OU

TL

ET

" M

AX

W

AT

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F

OU

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AI

NS

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SP

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3'

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AU

TO

MA

TI

C

DO

OR

PU

SH

B

UT

TO

N

1 Ref

ELEVATION DATUM

PROJECT NORTH ARROW

ROOM TAG

PARTITION TYPE TAG

WINDOW TAG

INTERIOR

ELEVATION MARK

BUILDING SECTION MARK

WALL SECTION MARK

REVISION

CLOUD & TAG

FIRST FLOOR

100' - 0"

1i

X

DOOR & FRAME TAG

ACCESSORY TAG

CASEWORK TAG

1t

18"

OCB

SECTION DETAIL MARK

ENLARGED PLAN OR

PLAN DETAIL CALLOUT

BUILDING

ELEVATION MARK

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A101

SIM

1 Ref

A101

A101

SIM

SIM

Room name

150 SF

CONCRETE

EARTH

GYPSUM-PLASTER

RIGID

INSULATION

MASONRY -

BRICK

MASONRY:

CONCRETE BLOCK

PLASTIC

SAND

STEEL

GRAVEL

WOOD:

PLYWOOD

ALUMINUM

INSULATION BATT

DIMENSIONAL

LUMBER

BLOCKING

CELLULOSE

INSULATION

SPRAY FOAM

INSULATION

AB - ANCHOR BOLT

ABV - ABOVE

A/C - AIR CONDITIONING

ACC - ACCESS

ACOUS - ACOUSTICAL

ACT - ACOUSTICAL CEILING TILE

ADD - ADDENDUM

ADJ - ADJACENT

AFF - ABOVE FINISH FLOOR

AGGR - AGGREGATE

ALT - ALTERNATE

ALUM - ALUMINUM

ANCH - ANCHOR

ANOD - ANODIZED

AP - ACCESS PANEL

APPD - APPROVED

APPROX - APPROXIMATE

ARCH - ARCHITECT (URAL)

AUTO - AUTOMATIC

AV - AUDIO VISUAL

BD - BOARD

BEL - BELOW

BIT - BITUMINOUS

BLDG - BUILDING

BLK - BLOCK

BLKG - BLOCKING

BM - BENCH MARK

BOT - BOTTOM

BO - BOTTOM OF

BPL - BEARING PLATE

BRK - BRICK

BRG - BEARING

BRZ - BRONZE

BS - BOTH SIDES

BSMT - BASEMENT

BT - BOLT

BUR - BUILT-UP ROOFING

BVL - BEVELED

BW - BOTH WAYS

CAB - CABINET

CAT - CATEGORY

CB - CATCH BASIN

CBU - CEMENTITIOUS BACKER UNIT

CEM - CEMENT

CER - CERAMIC

CU FT - CUBIC FOOT

CG - CORNER GUARD

CH - CHILLER

CHAN - CHANNEL

CI - CAST IRON

CIP - CAST-IN-PLACE

CJ - CONTROL JOINT

CL - CENTER LINE

CLG - CEILING

CLR - CLEAR

CMU - CONCRETE MASONRY UNIT

CNTR - COUNTER

CO - CLEAN OUT

COL - COLUMN

COMPART - COMPARTMENT

CONC - CONCRETE

COND - CONDITION

CONN - CONNECTION

CONST - CONSTRUCTION

CONT - CONTINUOUS

D - DEEP, DEPTH

DA - DISABLED

DBL - DOUBLE

DEG - DEGREE

DEMO - DEMOLITION

DEPT - DEPARTMENT

DET - DETAIL

DF - DRINKING FOUNTAIN

DH - DOUBLE HUNG

DHW - DOMESTIC HOT WATER

DIA - DIAMETER

DIFF - DIFFUSER

DIM - DIMENSION

DIS - DISABLED

DISP - DISPENSER

DMPF - DAMPPROOFING

DMT - DEMOUNTABLE

DN - DOWN

DO - DOOR OPENING

DP - DIMENSION POINT

DPTN - DEMOUNTABLE PARTITION

DR - DOOR

DRN - DRAIN

DS - DOWNSPOUT

DW - DISHWASHER

DWG - DRAWING

DWR - DRAWER

(E) - EXISTING

E - EAST

EA - EACH

EB - EXPANSION BOLT

EIFS - EXTERIOR INSULATION

AND FINISH SYSTEM

EF - EXHAUST FAN

EJ - EXPANSION JOINT

EL - ELEVATION

ELEC - ELECTRICAL

ELEV - ELEVATOR

EMERG - EMERGENCY

ENCLO - ENCLOSURE

EP - ELECTRICAL PANELBOARD

EQ - EQUAL

EQUIP - EQUIPMENT

ESCAL - ESCALATOR

EWC - ELECTRICAL WATER COOLER

EXH - EXHAUST

EXP - EXPANSION

EXIST - EXISTING

EXT - EXTERIOR

FA - FIRE ALARM

FB - FACE BRICK

FBO - FURNISHED BY OTHERS

FC - FACE

FD - FLOOR DRAIN

FDC - FIRE DEPARTMENT

CONNECTION

FND - FOUNDATION

G - GROUND

GA - GAUGE / GAGE

GALV - GALVANIZED

GB - GRAB BAR

GC - GENERAL CONTRACT(OR)

GL - GLASS

GR - GRADE

GRD - GROUND

GVL - GRAVEL

GWB - GYPSUM WALLBOARD

H - HEIGHT

HB - HOSE BIB

HBD - HARDBOARD

HC - HOLLOW CORE

HCAP - HANDICAPPED

HD - HEAVY DUTY

HDR - HEADER

HDW - HARDWARE

HDWD - HARD WOOD

HM - HOLLOW METAL (STEEL FRAME)

HNDRL - HANDRAIL

HO - HOLD-OPEN

HORIZ - HORIZONTAL

HPT - HIGH POINT

HRC - HOSE REEL CABINET

HR - HOUR

HT - HEIGHT

HTG - HEATING

HVAC - HEATING, VENTILATION,

AIR CONDITIONING

HW - HOT WATER

HWR - HOT WATER RETURN

HWS - HOT WATER SUPPLY

HYDR - HYDRAULIC

ID - INSIDE DIAMETER

IN - INCH

INCL - INCLUDED / INCLUDING

INFO - INFORMATION

INSUL - INSULATION

INT - INTERIOR

INTERM - INTERMEDIATE

INV - INVERT

JAN - JANITOR

JC - JANITOR'S CLOSET

JST - JOIST

JT - JOINT

K - KIP (1000 LBF)

KPL - KICK PLATE

KG - KILOGRAM

KIT - KITCHEN

KO - KNOCKOUT

L - LONG OR LITER (METRIC DOCS)

LAB - LABORATORY

LDG - LANDING

LAM - LAMINATE / LAMINATION

LAV - LAVATORY

LB - POUND

LF - LINEAR FOOT

LKR - LOCKER

LLH - LONG LEG HORIZONTAL

LLV - LONG LEG VERTICAL

LN - LINE

LT - LIGHT

LPT - LOW POINT

M - METER

MACH - MACHINE

MAINT - MAINTENANCE

MAS - MASONRY

MATL - MATERIAL

MAX - MAXIMUM

MB - MACHINE BOLT

MBL - MARBLE

MDF - MEDIUM DENSITY FIBERBOARD

MEP - MECHANICAL, ELECTRICAL, PLUMBING

MDO - MEDIUM DENSITY OVERLAY PLYWOOD

MECH - MECHANICAL

MEMB - MEMBRANE

MET - METAL

MEZZ - MEZZANINE

MFR - MANUFACTURER

MH - MANHOLE

MIN - MINIMUM

MISC - MISCELLANEOUS

MM - MILLIMETER

MO - MASONRY OPENING

MS - MACHINE SCREW

MTD - MOUNTED

MTG - MOUNTING

MTL - METAL

MULL - MULLION

N - NORTH

NA - NOT APPLICABLE

NIC - NOT IN CONTRACT

NO - NUMBER

NOM - NOMINAL

NTS - NOT TO SCALE

OA - OUTSIDE AIR

OC - ON CENTER

OCEW - ON CENTER EACH WAY

OD - OUTSIDE DIAMETER/DIMENSION

OFCI - OWNER FURNISHED, CONTR INSTALLED

OFOI - OWNER FURNISHED, OWNER INSTALLED

OFF - OFFICE

OPH - OPPOSITE HAND

OPNG - OPENING

OPP - OPPOSITE

ORD - OVERFLOW ROOF DRAIN

OUTS - OUTSIDE

OVHD - OVERHEAD

P - PAINT

PAV - PAVING

PARTN - PARTITION

PATD - PAPER TOWEL DISPENSER

PBD - PARTICLEBOARD

PC - PRECAST CONCRETE

PDF - POWER DRIVEN FASTENER

PERF - PERFORATED

PERIM - PERIMETER

PERP - PERPENDICULAR

PF - POINT OF INTERSECTION

PL - PLATE

PLAM - PLASTIC LAMINATE

PLAS - PLASTER

PLBG - PLUMBING

PLF - POUNDS PER LINEAR FOOT

PLYWD - PLYWOOD

PNL - PANEL

POL - POLISHED

PR - PAIR

PREFAB - PREFABRICATED

PROJ - PROJECT

PSF - POUNDS PER SQUARE FOOT

PT - POINT

PTD - PAINTED

PTN - PARTITION

PTR - PAPER TOWEL RECEPTACLE

QT - QUARRY TILE

QTY - QUANTITY

(R) - RELOCATED

R - RADIUS OR RISER

RA - RETURN AIR

RAD - RADIUS

RB - RESILIENT BASE

RCP - REFLECTED CEILING PLAN

RD - ROOF DRAIN

RECOM - RECOMMENDED

RECPT - RECEPTACLE

REC - RECESSED

REF - REFERENCE

REFL - REFLECTED / REFLECTIVE / REFLECT

REFR - REFRIGERATOR

REG - REGISTER

REINF - REINFORCED / REINFORCING

REL - RELOCATE

REM - REMOVABLE

REQ - REQUIRE / REQUIRED

RESIL - RESILIENT

REV - REVISION / REVISED

RM - ROOM

RO - ROUGH OPENING

RTD - RATED

RTG - RATING

RWL - RAIN WATER LEADER

S - SOUTH

SA - SUPPLY AIR

SAN - SANITARY

SC - SOLID CORE

SCHED - SCHEDULE

SD - STORM DRAIN / SOAP DISPENSER

SECT - SECTION

T&G - TONGUE AND GROOVE

T - TREAD / THERMOSTAT

TB - TOWEL BAR

TC - TOP OF CURB

TCONC - TOP OF CONCRETE

TEL - TELEPHONE OR TELECOM

TEMP - TEMPERATURE

TER - TERRAZZO

TGB - TOGGLE BOLT

THK - THICKNESS

THRES - THRESHOLD

THRU - THROUGH

TKBD - TACKBOARD

TMPD - TEMPERED

TO - TOP OF (SEE OTHER WORD)

TOS - TOP OF SLAB, TOP OF STRUCTURE

TOSTL - TOP OF STEEL

TP - TOP OF PAVEMENT

TPD - TOILET PAPER DISPENSER

TRACT - TRACTION

TV - TELEVISION

TOW - TOP OF WALL

TYP - TYPICAL

UNFIN - UNFINISHED

UON - UNLESS OTHERWISE NOTED

UR - URINAL

VAC - VENTILATION AND AIR CONDITIONING

VCT - VINYL COMPOSITION TILE

VERT - VERTICAL

VEST - VESTIBULE

VIF - VERIFY IN FIELD

VR - VAPOR RETARDER

VT - VINYL TILE

VWC - VINYL WALL COVERING

W/ - WITH

W - WIDE, WIDTH / WEST

WC - WATER CLOSET

WD - WOOD

WDS - WOOD SCREW

WDW - WINDOW

W/O - WITHOUT

WP - WATERPROOFING

WPM - WATERPROOF

MEMBRANE

WPT - WORK POINT

WR - WATER RESISTANT/

REPELLANT

WS - WEATHERSTRIPPING

WSCT - WAINSCOT

WT - WEIGHT

WW - WALL TO WALL

CONTR - CONTRACTOR

COORD - COORDINATE

CORR - CORRIDOR

CPT - CARPET

CT - CERAMIC TILE

CTR - CENTER

CTSK - COUNTER SUNK

CW - COLD WATER (PIPING)

CYD - CUBIC YARD

FE - FIRE EXTINGUISHER

FEC - FIRE EXTINGUISHER CABINET

FF&E - FURNITURE, FINISHES & EQUIPMENT

FFEL - FINISH FLOOR ELEVATION

FHC - FIRE HOSE CABINET

FIN - FINISH

FIXT - FIXTURE

FL - FLOOR

FLASH - FLASHING

FO - FACE OF

FP - FIRE PROTECTION

FPG - FIREPROOFING

FR - FRAME

FT - FEET

FUT - FUTURE

FRTW - FIRE RETARDANT TREATED WOOD

FTG - FOOTING

FURN - FURNITURE

FURR - FURRING

FWC - FABRIC WALLCOVERING

FWP - FABRIC WRAPPED PANEL

STS - SELF TAP METAL SCREW

SF - SQUARE FEET/FOOT

SH - SPRINKLER HEAD

SHT - SHEET

SHR - SHOWER

SIM - SIMILAR

SM - SHEET METAL OR

SQUARE METER (METRIC DOCS)

SND - SANITARY NAPKIN DISPENSER

SP - STANDPIPE

SPEC - SPECIFICATION

SPR - SPRINKLER

SPKR - SPEAKER

SQ - SQUARE

SSE - STRUCTURE SLAB ELEVATION

SST - STAINLESS STEEL

SSK - SERVICE SINK

STA - STATION

STD - STANDARD

STL - STEEL

STLJST - STEEL JOIST

STOR - STORAGE

STRG - STRINGER

STRL - STRUCTURAL

STRUC - STRUCTURAL

SUBCAT - SUBCATEGORY

SUSP - SUSPENDED

SYMM - SYMMETRICAL

SYS - SYSTEM

ID - INSIDE DIAMETER

IN - INCH

INCL - INCLUDED / INCLUDING

INFO - INFORMATION

INSUL - INSULATION

60" MIN, CLR

GENERAL NOTE: DIAGRAM SHOWS MINIMUM DIMENSIONAL CRITERIA. SEE PLANS

FOR PROJECT SPECIFIC DIMENSIONS, NOTIFY ARCHITECT IF DISCREPANCIES EXIST.

7' - 2" MIN, FINISH

15" 42" MIN 18"

" M

IN

ALTERNATE DOOR

LOCATION

" M

IN

, C

LR

18" MIN

6'

- 8

" M

IN

, F

IN

IS

H

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

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M C

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PM

A003

ADA, CONVERSIONS, SYMBOLS,

SIGNAGE & ABBREVIATIONSWARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

2010 AMERICANS WITH DISABILITIES (ADA) STANDARDS FOR ACCESSIBLE DESIGN - DOOR MANUVERING CLEARANCES

TYPICAL EQUIPMENT & ACCESSORY MOUNTING HEIGHTS

ABBREVIATIONSFILL PATTERNS & TYPICAL DRAWING SYMBOLS

TYPICAL DOOR FRAME LOCATION

TYPICAL ADA SINGLE USER RESTROOM

Revisions: Date:

S S

P P

SS

PP

B B

BB

FWFW

FWFW

BB

1. CONTRACTOR SHALL PROVIDE P.E. STAMPED DESIGN FOR REVIEW AND APPROVAL OF CODE ENFORCEMENT AUTHORITIES UNLESS NOTED OTHERWISE.

2. PROVIDE COVERAGE IN ALL CONCEALED SPACES INCLUDING BUT NOT LIMITED TO ABOVE CEILINGS.

3. THE FIRE PROTECTION SYSTEM SHALL BE MONITORED BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72.

1. CONTRACTOR SHALL SUPPLY, INSTALL, AND PROVIDE ALL COORDINATION OF ANY AND ALL TELEPHONE LINES REQUIRED TO PLACE SYSTEM INTO OPERATION. THE OWNER SHALL BE ONLY RESPONSIBLE FOR MONTHLY CARRIER FEES. SYSTEM SHALL BE APPROVED BY LOCAL MUNICIPALITY.

2. ACTIVATION OF THE FIRE ALARM IN ALL "ASSEMBLY" SPACES GREATER THAN 300 OCCUPANTS SHALL INITIATE USING AN EMERGENCY VOICE/ALARM COMMUNICATIONS

SYSTEM.

REGULATORY REQUIREMENTS AT DRAWING ISSUE DATE

BRIEFLY AND WITHOUT FORCE AND EFFECT UPON THE CONTRACT DOCUMENTS, THE ARCHITECTURAL WORK OF THE CONTRACT CAN BE SUMMARIZED AS:

THE PROJECT IS PRIAMRILY AN ELECTRICAL AND MECHAINCAL UTILITIES UPGRADE TO SUPPORT THE INSTALLATION OF NEW OWNER PROVIDED EQUIPMENT. ARCHITECTURAL SCOPE OF WORK TO SUPPORT THIS UPGRADE INCLUDING REPLACEMENT OF THE EXISTING ROOF, INTERIOR FINISHES IN THE KITCHEN, SERVICE LINE AND CAFETERIA AREA. THE HIGH CEILING AREA OF THE KITCHEN TO BE ENCLOSED WITH NEW CEILINGS, SOFFITS

AND REMOVAL OF EXISTING WINDOWS.

THESE PLANS WERE DESIGNED AND TO THE BEST OF OUR KNOWLEDGE CONFORM WITH THE BUILDING CODES APPLICABLE TO THE PROJECT'S LOCALITY IN EFFECT AT THE TIME THE PLANS WERE DRAWN. SUBSEQUENTLY, SHOULD THE CONSTRUCTION OF THE BUILDING BE DELAYED BEYOND IMMEDIATE PERMITTING, THESE PLANS SHOULD BE REVIEWED FOR CONFORMITY TO ANY CHANGES IN LOCAL AND NATIONAL CODE REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN APPLICABLE CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE PLANS AND SPECIFICATIONS, THE MORE STRINGENT PROVISION SHALL GOVERN. NO VARIATION REQUIRED BY A BUILDING OFFICIAL SHALL BE BINDING ON THE DESIGNER. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING, FIRE, ELECTRICAL, MECHANICAL, AND PLUMBING CODES AND ALL OTHER APPLICABLE CODES, REGULATIONS, AND ORDINANCES INCLUDING THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. THE EXTENT OF THE WORK IS DESCRIBED IN THE CONTRACT DOCUMENTS WHICH INCLUDE THE DRAWINGS, SPECIFICATIONS, AND THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING THE GENERAL AND SUPPLEMENTAL CONDITIONS AND OTHER DIVISION ONE SPECIFICATION SECTIONS. THE DRAWINGS ARE LISTED ON THE COVER SHEET OF THE

DRAWING PACKAGE.

CODE REVIEW GENERAL NOTES

FIRE PROTECTION SYSTEM

PROJECT SUMMARY

FIRE ALARM SYSTEM

CODES

• MASSACHUSETTS BUILDING CODE, 9TH EDITION

• INTERNATIONAL EXISTING BUILDING CODE, 2015

• INTERNATIONAL BUILDING CODE (IBC) - 2015 EDITION, AS AMENDED

• NFPA 101 LIFE SAFETY CODE - 2015 EDITION

• ADA STANDARDS FOR ACCESSIBLE DESIGN - 2010 EDITION

• ANSI ICC A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES - 2009 EDITION

• INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - 2015 EDITION

• INTERNATIONAL PLUMBING CODE (IPC) - 2015 EDITION

• INTERNATIONAL MECHANICAL CODE (IMC) - 2015 EDITION

• NATIONAL ELECTRICAL CODE (NFPA 70) - 2017 EDITION

1. SEE DOOR SCHEDULE FOR OPENING

PROTECTION REQUIREMENTS.

2. SEE DIMENSION PLANS & PARTITION TYPES FOR

PARTITION TYPE DESIGNATIONS AND DETAILS

OF CONSTRUCTION.

3. MECHANICAL, ELECTRICAL, AND PLUMBING

SUBCONTRACTORS TO COMPLY WITH

FIREBLOCKING AND FIRESTOPPING

REQUIREMENTS.

CODE PLAN GENERAL NOTES

CODE PLAN LEGEND

SMOKE PARTITION

(NFPA 101 - 8.4 & 3.3.256 / IBC 711)

30 MIN FIRE PARTITION

(IBC 709.3)

1 HR SMOKE BARRIER

(NFPA 101 8.5 & 3.3.31.2 / IBC 710)

1 HR FIRE PARTITION

(IBC 709)

1 HR FIRE BARRIER

(NFPA 101 8.3 & 3.3.31.1 / IBC 707)

2 HR FIRE BARRIER

(NFPA 101 8.3 & 3.3.31.1 / IBC 707)

2 HR FIRE WALL

(IBC 706)

3 HR FIRE WALL

(IBC 706)

3 HR FIRE BARRIER

(NFPA 101 8.3 & 3.3.31.1 / IBC 707)

FIRE RATED CONSTRUCTION

OCCUPANT LOADS

EGRESS

OCCUPANT MOVEMENT TAG

NUMBER OF OCCUPANTS

PATH OF TRAVEL

MAXIMUM ALLOWABLE

LENGTH OF EGRESS PATH

P: 170 R: 95

34"

EXIT

BUILDING EXIT

EXIT DESCRIPTION

REQUIRED CAPACITY,

OCCUPANTS

PROVIDED CAPACITY,

OCCUPANTS

PROVIDED CLEAR WIDTH

OTHER

FIRE EXTINGUISHER TAG

NOTE: SEE PLANS FOR

FE CABINET AND BRACKET

MOUNTED FE LOCATIONS. THIS

TAG INDICATES FIRE

EXTINGUISHER LOCATION FOR

CODE PURPOSES ONLY AND DOES

NOT DESCRIBE SPECIFICATION

REQUIREMENTS.

FE

(159' / 250')

AREA TAG

OCCUPANT:

SQ. FT. RATIO

OCCUPANT LOAD

AREA

Area name

150 SF

__ OCC AT 1:__

AREA BOUNDARY LINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

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A004

CODE REVIEW

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

IEBC 2015 LIFE SAFETY CODEINTERNATIONAL BUILDING CODE

OCCUPANCY / USE CALCULATION

S S

P P

SS

PP

B B

BB

FWFW

FWFW

BB

DN

DN

UP

UP

UP

B B

B B

B BB

BB

B B

DN

DN

DN

UP

DN

UP

UP

B BB

BB B

B B

B B

BB

BB

1. SEE DOOR SCHEDULE FOR OPENING

PROTECTION REQUIREMENTS.

2. SEE DIMENSION PLANS & PARTITION TYPES FOR

PARTITION TYPE DESIGNATIONS AND DETAILS

OF CONSTRUCTION.

3. MECHANICAL, ELECTRICAL, AND PLUMBING

SUBCONTRACTORS TO COMPLY WITH

FIREBLOCKING AND FIRESTOPPING

REQUIREMENTS.

CODE PLAN GENERAL NOTES

CODE PLAN LEGEND

SMOKE PARTITION

(NFPA 101 - 8.4 & 3.3.256 / IBC 711)

30 MIN FIRE PARTITION

(IBC 709.3)

1 HR SMOKE BARRIER

(NFPA 101 8.5 & 3.3.31.2 / IBC 710)

1 HR FIRE PARTITION

(IBC 709)

1 HR FIRE BARRIER

(NFPA 101 8.3 & 3.3.31.1 / IBC 707)

2 HR FIRE BARRIER

(NFPA 101 8.3 & 3.3.31.1 / IBC 707)

2 HR FIRE WALL

(IBC 706)

3 HR FIRE WALL

(IBC 706)

3 HR FIRE BARRIER

(NFPA 101 8.3 & 3.3.31.1 / IBC 707)

FIRE RATED CONSTRUCTION

OCCUPANT LOADS

EGRESS

OCCUPANT MOVEMENT TAG

NUMBER OF OCCUPANTS

PATH OF TRAVEL

MAXIMUM ALLOWABLE

LENGTH OF EGRESS PATH

P: 170 R: 95

34"

EXIT

BUILDING EXIT

EXIT DESCRIPTION

REQUIRED CAPACITY,

OCCUPANTS

PROVIDED CAPACITY,

OCCUPANTS

PROVIDED CLEAR WIDTH

OTHER

FIRE EXTINGUISHER TAG

NOTE: SEE PLANS FOR

FE CABINET AND BRACKET

MOUNTED FE LOCATIONS. THIS

TAG INDICATES FIRE

EXTINGUISHER LOCATION FOR

CODE PURPOSES ONLY AND DOES

NOT DESCRIBE SPECIFICATION

REQUIREMENTS.

FE

(159' / 250')

AREA TAG

OCCUPANT:

SQ. FT. RATIO

OCCUPANT LOAD

AREA

Area name

150 SF

__ OCC AT 1:__

AREA BOUNDARY LINE

11281 SF

STORAGE (S-1)

2659 SF

CRAWL SPACE

3000 SF

CRAWL SPACE

7978 SF

FACTORY (F-1)

40 OCC AT 1:200

708 SF

BUSINESS (B)

8 OCC AT 1:100

3444 SF

BUSINESS (B)

35 OCC AT 1:100

2345 SF

ASSEMBLY (A2)

157 OCC AT 1:15

79 SF

STORAGE (S-1)

1 OCC AT 1:300

75 SF

FACTORY (F-1)

1 OCC AT 1:200

531 SF

STORAGE (S-1)

164 SF

STORAGE (S-1)

256 SF

STORAGE (S-1)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

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A005

CODE PLANS

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020Revisions: Date:

1/16" = 1'-0"A04

1 BASEMENT FLOOR

1/16" = 1'-0"A04

2 FIRST FLOOR AREA PLAN

WORK AREA

12,488 SF

DN

45454545

T1

T1

T1

T2

T1

T2

ELEV

T2

48 48 48 48

48 48

49 49 49 49

DEMOLITION LEGEND

DEMOLITION ROOF LEGEND

1 REMOVE EXISTING HEAT RECOVERY UNIT. SEE

MECHANICAL DRAWINGS.

2 REVISE PLATFORM, SEE STRUCTURAL

DRAWING FOR SCOPE OF WORK.

3 REMOVE EXISTING BUILT UP ROOFING AND

INSULATION TO CONCRETE DECK.

4 REMOVE EXISTING METAL GUTTER, COMPLETE.

5 REMOVE EXISTING METAL DOWNSPOUT,

COMPLETE.

6 REMOVE EXISTING METAL DRIP EDGE &

BLOCKING COMPLETE.

7 MODIFY EXISTING ROOF PENETRATIONS TO

ACCOMODATE NEW FANS AND CURBS.

8 REMOVE EXISTING COLLECTOR HEAD &

DOWNSPOUT, PREP FOR REPLACEMENT.

9 REMOVE EXISTING SCUPPER, COLLECTOR

HEAD, & DOWNSPOUT. PATCH OPENINGS IN

MASONRY WALL & SLATE ROOF TO MATCH

ADJACENT MATERIALS.

A

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE REMOVED

KEYNOTE, SEE FLOOR PLAN

KEYNOTE LEGEND

10 REMOVE EXISTING HM DOOR & FRAME / SILL.

PREPARE OPEING FOR NEW DOOR FRAME &

HARDWARE.

11 REMOVE EXISTING WOOD FRAMING &

WINDOWS BACK TO CONCRETE STRUCTURE.

12 REMOVE EXISTING EXTERIOR DUCKWORK,

SEE MECHANICAL DRAWINGS FOR SCOPE.

13 REMOVE EXISTING PAINT & OTHER COATINGS

BACK TO CONCRETE. PREPARE SURFACE FOR

RESTORATION COATING.

14 REMOVE LOOSE OR SPAULING CONCRETE AT

MONITOR STRUCTURE. PREPARE FOR GROUT

REPAIR AND RESTORATION COATING.

15 REMOVE EXISTING METAL PARAPET COPING.

16 REMOVE EXISTING GUARDRAIL.

17 REMOVE EXISTING UNUSED ROOF CURBS.

PREPARE OPENING FOR INFILL.

19 REMOVE EXISTING ROOF-WALL FLASHING

AND COUNTER FLASHING BACK TO CONCRETE

/ MASONRY, PREPARE FOR NEW METAL

REGLET & ROOFING.

20 REMOVE EXISTING ROOF-WALL FLASHING UP

BACK OF PARAPET BACK TO MASONRY,

PREPARE FOR NEW METAL REGLET AND

ROOFING.

21 REMOVE EXISTING STEEL BRIDGE GRATING,

BEAMS & GUARDRAILS FOR RE-PAINTING.

22 EXISTING SLATE ROOF, NIC.

23 EXISTING METAL ROOF, NIC

24 DEMO EXISTING ROOF DRAINS & ROOF

LEADER BELOW.

18 REMOVE EXISTING DOWNSPOUT COLLECTION

SYSTEM.

NOTES 26 - 29 NOT USED

31 REMOVE EXISTING FIXTURES AND

ACCESSORIES.

32 REMOVE DOOR LEAF, PATCH FRAME AND

PREP TO REVERSE SWING.

33 REMOVE CARPET & WALL BASE. PATCH WALLS

FOR INSTALLATION OF NEW BASE.

34 REMOVE HOODS COMPLETE, SEE MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

35 REMOVE ALL CERAMIC TILE FROM EXISTING

UTILITY WALL. REPAIR CMU AS NECESSARY

FOR INSTALLATION OF NEW TILE.

36 WARNING, EXPECTED ASBESTOS: DEMOLISH

EXISTING SITE BUILT COOLER BOX. DEMO

FLOORING, REMOVE COOLER WALLS BACK TO

CMU / TERRACOTTA PARTITIONS. REMOVE

CEILING AND CEILING FRAMING COMPLETE.

ABATEMENT REQUIRED BASED ON (2) SIMILAR

FREEZERS IN BASEMENT CIRCA 1953

CONSTRUCTION.

37 REMOVE EXISTING GLAZED MASONRY

PARTITON AS SHOWN.

38 REMOVE EXISTING DOOR AND FRAME,

COMPLETE.

39 REMOVE EXISTING WALL, COMPLETE.

40 REMOVE EXISTING CEILING, COMPLETE.

41 PROTECT EXISTING FLOOR.

42 REMOVE EXISTING FLOOR, PREPARE FOR NEW

FLOOR.

43 REMOVE EXISTING SINK AND ACCESSORIES,

PREPARE FOR NEW.

44 REMOVE UPPER PART OF GWB PARTITION FOR

NEW STEEL BEAM INSTALLATION.

45 STEEL BEAM INSTALLATION LOCATIONS,

REMOVE AND REPALCE UTILITIES AS

REQUIRED FOR BEAM INSTALLATION. SEE

REFLECTED CEILING PLAN FOR CEILING

REVISIONS TO ACCOMODATE WORK.

46 REMOVE EXISTING COOLER DOOR ASSEMBLY

COMPLETE.

47 REMOVE EXISTING MASORY WALL TO

UNDERSIDE OF DECK. SEE PLANS FOR

EXTENT.

1. THE DEMOLITION DRAWINGS SHOWN THE

OVERALL CONCEPT OF THE DEMOLITION

SCOPE. THEY ARE NOT INDENTED AS A

COMPREHENSIVE DESCRIPTION OF THE SCOPE

OF DEMOLITION REQUIRED FOR THE PROJECT.

THE FULL DOCUMENT SET, INCLUDING

SPECIFICATIONS AND DRAWINGS MUST BE

CONSIDERED IN DETERMINING THE SCOPE OF

DEMOLITION.

2. EXISTING CONDITIONS SHOWN ON THE

DRAWINGS ARE BASED ON LIMITED FIELD

OBSERVATIONS AND MEASUREMENTS. NOTIFY

ARCHITECT OF ANY DISCREPANCY WITH

CONDITIONS ENCOUNTERED OR UNCOVERED

IN THE FIELD.

3. SEE STRUCTURAL DRAWINGS FOR

STRUCTURAL REQUIREMENTS WHEN

DEMOLISHING EXISTING BEARING WALLS OR

ROOF STRUCTURE. PROVIDE TEMPORARY

SUPPORT TO PRESERVE STABILITY OF

STRUCTURE TO REMAIN.

4. PROVIDE TEMPORARY BARRICADES AND

PROTECTION TO PREVENT INJURY TO PEOPLE

AND DAMAGE TO ADJACENT CONSTRUCTION

TO REMAIN.

5. DURING DEMOLITION ACTIVITIES, MAINTAIN

BUILDING SO IT REMAINS WATER TIGHT AND

WEATHER TIGHT.

6. UNLESS DEMOLISHED MATERIAL IS INDICATED

TO REMAIN, REMOVE MATERIAL FROM PROJECT

SITE AND DISPOSE OF LEGALLY.

7. PROTECT ALL ADJACENT SURFACES THAT ARE

TO REMAIN DURING DEMOLITION. PATCH AND

REPAIR ALL ADJACENT SURFACES DAMAGED

DURING DEMOLITION.

8. WHEN UTILITY SYSTEMS ARE REMOVED,

PROVIDE CAP, VALVE, PLUG, OR SEAL TO MEET

CODE REQUIREMENTS AND MAINTAIN

CONTINUUM OF THE SYSTEM.

GENERAL DEMOLITION NOTES

48 REMOVE EXISTING FLOOR DRAIN, PATCH AND

LEVEL FLOOR FOR NEW QUARRY TILE

INSTALLATION.

25 REMOVE EXISTING STEEL SHELVING

COMPLETE.

30 WARNING: REMOVE ASBESTOS TILE FLOOR

LOCATED BELOW EXISTING FLOORING. SEE

SPECIFICATION FOR HAZARDOUS MATERIAL

SURVEY.

49 PROVIDE TEMPORARY DUST PARTITIONS FOR

WORK IN THIS AREA. THIS AREA TO REMAIN

OCCUPIED DURING CONSTRUCTION.

TEMPORARY PARTITIONS - SEE PHASING PLANS

T1- TEMPORARY DUST PARTITION

T2- TEMPORARY DUST PARTITION WITH DOOR

T3-

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

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A101

DEMOLITION FLOOR PLANS

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

1/8" = 1'-0"A04

1 FIRST FLOOR DEMOLITION PLAN

1/2

1' -0

2" / 1

'-0

1/2" / 1'-0"1/2" / 1'-0"

1/2

1' -0

1/2

1' -0

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

1/2

1' -0

1/4

1'

-0

MONITOR

(SEE ROOF

PLAN THIS

SHEET)

1/2" / 1'-0"

1/2" / 1'-0"

1/2" / 1'-0"

1/2

1' -0

SC

SC

SC

RD

RD VS VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

DS DS

DS

DS DS

DS

DS

DS

15' - 2"

14' - 6"

14' - 6"

13' - 7 1/2"

14' - 3 7/16"

14' - 7 1/2"

DS

VS

DS

VS

RI

DG

E

RI

DG

E

VALLE

YVALLEY

5 TYP.

4 TYP.

4 TYP.

8 4 TYP. 22

TYP.

TYP.

TYP.

5 TYP.

TYP.

19619

4 TYP. 5 TYP.

3 6

4 TYP. 5 TYP.

1314 19

13 14

13 14

13 14

DS DS

DS

DS

DS

DS DS

DS

DSDS

DS DS

DS DS

DSDS

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

DEMOLITION LEGEND

DEMOLITION ROOF LEGEND

1 REMOVE EXISTING HEAT RECOVERY UNIT. SEE

MECHANICAL DRAWINGS.

2 REVISE PLATFORM, SEE STRUCTURAL

DRAWING FOR SCOPE OF WORK.

3 REMOVE EXISTING BUILT UP ROOFING AND

INSULATION TO CONCRETE DECK.

4 REMOVE EXISTING METAL GUTTER, COMPLETE.

5 REMOVE EXISTING METAL DOWNSPOUT,

COMPLETE.

6 REMOVE EXISTING METAL DRIP EDGE &

BLOCKING COMPLETE.

7 MODIFY EXISTING ROOF PENETRATIONS TO

ACCOMODATE NEW FANS AND CURBS.

8 REMOVE EXISTING COLLECTOR HEAD &

DOWNSPOUT, PREP FOR REPLACEMENT.

9 REMOVE EXISTING SCUPPER, COLLECTOR

HEAD, & DOWNSPOUT. PATCH OPENINGS IN

MASONRY WALL & SLATE ROOF TO MATCH

ADJACENT MATERIALS.

A

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE REMOVED

KEYNOTE, SEE FLOOR PLAN

KEYNOTE LEGEND

10 REMOVE EXISTING HM DOOR & FRAME / SILL.

PREPARE OPEING FOR NEW DOOR FRAME &

HARDWARE.

11 REMOVE EXISTING WOOD FRAMING &

WINDOWS BACK TO CONCRETE STRUCTURE.

12 REMOVE EXISTING EXTERIOR DUCKWORK,

SEE MECHANICAL DRAWINGS FOR SCOPE.

13 REMOVE EXISTING PAINT & OTHER COATINGS

BACK TO CONCRETE. PREPARE SURFACE FOR

RESTORATION COATING.

14 REMOVE LOOSE OR SPAULING CONCRETE AT

MONITOR STRUCTURE. PREPARE FOR GROUT

REPAIR AND RESTORATION COATING.

15 REMOVE EXISTING METAL PARAPET COPING.

16 REMOVE EXISTING GUARDRAIL.

17 REMOVE EXISTING UNUSED ROOF CURBS.

PREPARE OPENING FOR INFILL.

19 REMOVE EXISTING ROOF-WALL FLASHING

AND COUNTER FLASHING BACK TO CONCRETE

/ MASONRY, PREPARE FOR NEW METAL

REGLET & ROOFING.

20 REMOVE EXISTING ROOF-WALL FLASHING UP

BACK OF PARAPET BACK TO MASONRY,

PREPARE FOR NEW METAL REGLET AND

ROOFING.

21 REMOVE EXISTING STEEL BRIDGE GRATING,

BEAMS & GUARDRAILS FOR RE-PAINTING.

22 EXISTING SLATE ROOF, NIC.

23 EXISTING METAL ROOF, NIC

24 DEMO EXISTING ROOF DRAINS & ROOF

LEADER BELOW.

18 REMOVE EXISTING DOWNSPOUT COLLECTION

SYSTEM.

NOTES 26 - 29 NOT USED

31 REMOVE EXISTING FIXTURES AND

ACCESSORIES.

32 REMOVE DOOR LEAF, PATCH FRAME AND

PREP TO REVERSE SWING.

33 REMOVE CARPET & WALL BASE. PATCH WALLS

FOR INSTALLATION OF NEW BASE.

34 REMOVE HOODS COMPLETE, SEE MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

35 REMOVE ALL CERAMIC TILE FROM EXISTING

UTILITY WALL. REPAIR CMU AS NECESSARY

FOR INSTALLATION OF NEW TILE.

36 WARNING, EXPECTED ASBESTOS: DEMOLISH

EXISTING SITE BUILT COOLER BOX. DEMO

FLOORING, REMOVE COOLER WALLS BACK TO

CMU / TERRACOTTA PARTITIONS. REMOVE

CEILING AND CEILING FRAMING COMPLETE.

ABATEMENT REQUIRED BASED ON (2) SIMILAR

FREEZERS IN BASEMENT CIRCA 1953

CONSTRUCTION.

37 REMOVE EXISTING GLAZED MASONRY

PARTITON AS SHOWN.

38 REMOVE EXISTING DOOR AND FRAME,

COMPLETE.

39 REMOVE EXISTING WALL, COMPLETE.

40 REMOVE EXISTING CEILING, COMPLETE.

41 PROTECT EXISTING FLOOR.

42 REMOVE EXISTING FLOOR, PREPARE FOR NEW

FLOOR.

43 REMOVE EXISTING SINK AND ACCESSORIES,

PREPARE FOR NEW.

44 REMOVE UPPER PART OF GWB PARTITION FOR

NEW STEEL BEAM INSTALLATION.

45 STEEL BEAM INSTALLATION LOCATIONS,

REMOVE AND REPALCE UTILITIES AS

REQUIRED FOR BEAM INSTALLATION. SEE

REFLECTED CEILING PLAN FOR CEILING

REVISIONS TO ACCOMODATE WORK.

46 REMOVE EXISTING COOLER DOOR ASSEMBLY

COMPLETE.

47 REMOVE EXISTING MASORY WALL TO

UNDERSIDE OF DECK. SEE PLANS FOR

EXTENT.

1. THE DEMOLITION DRAWINGS SHOWN THE

OVERALL CONCEPT OF THE DEMOLITION

SCOPE. THEY ARE NOT INDENTED AS A

COMPREHENSIVE DESCRIPTION OF THE SCOPE

OF DEMOLITION REQUIRED FOR THE PROJECT.

THE FULL DOCUMENT SET, INCLUDING

SPECIFICATIONS AND DRAWINGS MUST BE

CONSIDERED IN DETERMINING THE SCOPE OF

DEMOLITION.

2. EXISTING CONDITIONS SHOWN ON THE

DRAWINGS ARE BASED ON LIMITED FIELD

OBSERVATIONS AND MEASUREMENTS. NOTIFY

ARCHITECT OF ANY DISCREPANCY WITH

CONDITIONS ENCOUNTERED OR UNCOVERED

IN THE FIELD.

3. SEE STRUCTURAL DRAWINGS FOR

STRUCTURAL REQUIREMENTS WHEN

DEMOLISHING EXISTING BEARING WALLS OR

ROOF STRUCTURE. PROVIDE TEMPORARY

SUPPORT TO PRESERVE STABILITY OF

STRUCTURE TO REMAIN.

4. PROVIDE TEMPORARY BARRICADES AND

PROTECTION TO PREVENT INJURY TO PEOPLE

AND DAMAGE TO ADJACENT CONSTRUCTION

TO REMAIN.

5. DURING DEMOLITION ACTIVITIES, MAINTAIN

BUILDING SO IT REMAINS WATER TIGHT AND

WEATHER TIGHT.

6. UNLESS DEMOLISHED MATERIAL IS INDICATED

TO REMAIN, REMOVE MATERIAL FROM PROJECT

SITE AND DISPOSE OF LEGALLY.

7. PROTECT ALL ADJACENT SURFACES THAT ARE

TO REMAIN DURING DEMOLITION. PATCH AND

REPAIR ALL ADJACENT SURFACES DAMAGED

DURING DEMOLITION.

8. WHEN UTILITY SYSTEMS ARE REMOVED,

PROVIDE CAP, VALVE, PLUG, OR SEAL TO MEET

CODE REQUIREMENTS AND MAINTAIN

CONTINUUM OF THE SYSTEM.

GENERAL DEMOLITION NOTES

48 REMOVE EXISTING FLOOR DRAIN, PATCH AND

LEVEL FLOOR FOR NEW QUARRY TILE

INSTALLATION.

25 REMOVE EXISTING STEEL SHELVING

COMPLETE.

30 WARNING: REMOVE ASBESTOS TILE FLOOR

LOCATED BELOW EXISTING FLOORING. SEE

SPECIFICATION FOR HAZARDOUS MATERIAL

SURVEY.

49 PROVIDE TEMPORARY DUST PARTITIONS FOR

WORK IN THIS AREA. THIS AREA TO REMAIN

OCCUPIED DURING CONSTRUCTION.

1" / 1'-0" 1" / 1'-0"

1" / 1'-0" 1" / 1'-0"

DS DS

DS DS

DSDS

DS DS

TYP.

BELOW

3 BELOW

4 TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

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A105

DEMOLITION ROOF PLAN

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

1/8" = 1'-0"

1 ROOF PLAN DEMO

1/8" = 1'-0"

2 MONITOR ROOF PLAN DEMO

DN

DN

DN

P P

P P

P

P P

P

P

P P

P P

P P

P P

P

PP

P P

PP

PP

P P

P

P P

P P

P P

P P

P

UP

48' - 0"

8' - 6"

+/- 80' OF RAMP AT 1:20

A110

A302

3'

- 1

1 3 /4"

9'

- 6

1/ 4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BI

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A110

SITE PLAN

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

1" = 10'-0"A04 1 Site (Sheet)

1/4" = 1'-0"A110

2 TRAILER ELEVATION

FLOOR PLAN LEGEND

STRUCTURAL GRID LINE

A KEYNOTE, SEE FLOOR PLAN

KEYNOTE LEGEND

NEW CONSTRUCTION

EXISTING CONSTRUCTION

FLOOR PLAN KEYNOTES

DOOR TAG, SEE

DOOR SCHEDULE101

ACCESSORY TAG, SEE

ACCESSORY TYPES &

INTERIOR ELEVATIONS

WINDOW TAG, SEE

WINDOW SCHEDULE

1. ARCHITECTURAL DATUM = 100'-0". THE

ARCHITECTURAL DATUM IS INDEPENDENT OF

ELEVATIONS SHOWN ON THE CIVIL DRAWINGS.

SEE CIVIL DRAWINGS FOR CORRESPONDING

DATUM IN HEIGHT ABOVE SEA LEVEL.

2. ALL DIMENSIONS AT NEW WALLS ARE TO

OUTSIDE FACE OF STUD, FACE OF CONCRETE,

FACE OF MASONRY, OR CENTER OF OPENING,

U.N.O. AT EXISTING WALLS DIMENSIONS ARE

TO FINISH FACE OF WALL.

3. DO NOT SCALE DRAWINGS. CONTACT

ARCHITECT FOR ANY DISCREPANCY PRIOR TO

COMMENCING WITH ANY WORK.

4. REFER TO DIMENSION PLANS FOR GENERAL

PARTITION NOTES & PARTITION TYPES.

5. VERIFY FIELD CONDITIONS PRIOR TO

COMMENCEMENT OF EACH PORTION OF THE

WORK. NOTIFY ARCHITECT OF DISCREPANCIES.

6. ALL LUMBER IN DIRECT CONTACT WITH

CONCRETE SHALL BE PRESSURE TREATED

INCLUDING ALL SILL PLATES FOR WOOD STUD

WALLS.

7. REVIEW PRIOR TO INSTALLATION, ANY

CONFLICT OF ENGINEERING TRADE DEVICES

(I.E. FIRE ALARM STROBES) WITH

ARCHITECTURAL DETAILS AND BRING THOSE

DISCREPANCIES TO THE ARCHITECT FOR

REVIEW.

8. PROVIDE BLOCKING FOR MILLWORK,

MECHANICAL FIXTURES, PLUMBING FIXTURES

AND OTHER ITEMS IDENTIFIED IN THE

CONSTRUCTION DOCUMENTS.

9. COORDINATE MISC. STEEL REQUIREMENTS FOR

MOUNTING / HANGING OWNER SUPPLIED

EQUIPMENT.

GENERAL PLAN NOTES

X

1t

EXISTING DOOR

NEW DOOR

A301

A301

A301

A301

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room

Room 23A

Room

Room

Room

A321

A321

A322

A302

A302

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BI

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A111

BASEMENT PLAN

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

1/8" = 1'-0"A111

1 BASEMENT FLOOR PLAN

FLOOR PLAN LEGEND

STRUCTURAL GRID LINE

A KEYNOTE, SEE FLOOR PLAN

KEYNOTE LEGEND

NEW CONSTRUCTION

EXISTING CONSTRUCTION

FLOOR PLAN KEYNOTES

DOOR TAG, SEE

DOOR SCHEDULE101

ACCESSORY TAG, SEE

ACCESSORY TYPES &

INTERIOR ELEVATIONS

WINDOW TAG, SEE

WINDOW SCHEDULE

1. ARCHITECTURAL DATUM = 100'-0". THE

ARCHITECTURAL DATUM IS INDEPENDENT OF

ELEVATIONS SHOWN ON THE CIVIL DRAWINGS.

SEE CIVIL DRAWINGS FOR CORRESPONDING

DATUM IN HEIGHT ABOVE SEA LEVEL.

2. ALL DIMENSIONS AT NEW WALLS ARE TO

OUTSIDE FACE OF STUD, FACE OF CONCRETE,

FACE OF MASONRY, OR CENTER OF OPENING,

U.N.O. AT EXISTING WALLS DIMENSIONS ARE

TO FINISH FACE OF WALL.

3. DO NOT SCALE DRAWINGS. CONTACT

ARCHITECT FOR ANY DISCREPANCY PRIOR TO

COMMENCING WITH ANY WORK.

4. REFER TO DIMENSION PLANS FOR GENERAL

PARTITION NOTES & PARTITION TYPES.

5. VERIFY FIELD CONDITIONS PRIOR TO

COMMENCEMENT OF EACH PORTION OF THE

WORK. NOTIFY ARCHITECT OF DISCREPANCIES.

6. ALL LUMBER IN DIRECT CONTACT WITH

CONCRETE SHALL BE PRESSURE TREATED

INCLUDING ALL SILL PLATES FOR WOOD STUD

WALLS.

7. REVIEW PRIOR TO INSTALLATION, ANY

CONFLICT OF ENGINEERING TRADE DEVICES

(I.E. FIRE ALARM STROBES) WITH

ARCHITECTURAL DETAILS AND BRING THOSE

DISCREPANCIES TO THE ARCHITECT FOR

REVIEW.

8. PROVIDE BLOCKING FOR MILLWORK,

MECHANICAL FIXTURES, PLUMBING FIXTURES

AND OTHER ITEMS IDENTIFIED IN THE

CONSTRUCTION DOCUMENTS.

9. COORDINATE MISC. STEEL REQUIREMENTS FOR

MOUNTING / HANGING OWNER SUPPLIED

EQUIPMENT.

GENERAL PLAN NOTES

X

1t

EXISTING DOOR

NEW DOOR

A301

A301

A301

A301

CAFETERIA

STOR.

MEN'S ROOM

LADIE'S ROOM

NUTRICIAN &

FOOD SERVICE

OFFICES

CONFERENCE

ROOM/ OFFICE

TC

HK

CHERRY STREET

MGMT.

VRS

CWT

COOLER

COOLER

131A

ELEC. RM.

131B

DIETITIAN'S

OFFICE

Room

CHEF'S OFFICE

DAILY STORES

MAIN KITCHEN

ROOF ACCESS/

COOLER

FC

SERVING LINE

IT

STORAGE

JANITOR

TRAY LINE

Room

COOLER

102A

S4B

S4B

S4B

S4B

S4B109

A321

A321

A322

A322

A322

A322

A322

NOTE:

ALLOWANCE #1: ALLOW 500 SF OF CERAMIC WALL TILE REPLACEMENT.

MIN AREA PER LOCATION IS 10 SF. COORDINATE

LOCATIONS W/ COR.

ALLOWANCE #2: ALLOW 100SF OF QUARY TILE REPLACEMENT. MIN AREA

PER LOCATION IS 2 SF. THIS ALLOWANCE IS NOT INTENDED

FOR USE AT INDICATED FLOOR DRAINS. REMOVE AND REPLACE

AS SHOWN IN DOCUMENTS. COORDINATE LOCATIONS WITH COR.

M16

S4Q

S4Q

A142

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

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A112

FIRST FLOOR PLAN

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

1/8" = 1'-0"A04

1 FIRST FLOOR PLAN

DN

UP

DN

1. SEE INTERIOR MATERIALS LEGEND FOR FINISH

DESIGNATIONS.

2. SEE DOOR SCHEDULE FOR DOOR & FRAME

PAINT COLORS.

3. SEE INTERIOR ELEVATIONS ON 'A400' SERIES

SHEETS.

4. RESILIENT FLOOR SHALL EXTEND UNDER ALL

CASEWORK.

5. ALL ELECTRICAL FIXTURE PLATES AND COVERS

SHALL BE IVORY, U.N.O.

6. PAINT METAL STAIR GUARD, HANDRAILS &

STRINGERS COLOR _____, U.O.N.

7. UNDERSIDE GWB OF STAIR SHALL BE PAINTED

WHITE, U.O.N.

8. TEST ALL EXISTING AND NEW CONCRETE SLABS

FOR MOISTURE VAPOR EMISSIONS (ASTM

F1869), INTERNAL RELATIVE HUMIDITY (ASTM

2170), AND ALKALINITY(ASTM F710). IN THE

EVENT THAT TEST VALUES EXCEED FLOORING

MANUFACTURER'S LIMITS, NOTIFY ARCHITECT

TO DETERMINE REMEDIATION METHOD.

GENERAL FINISH NOTES

FINISH PLAN LEGEND

FLOOR FINISH

BASE / CHAIR RAIL

WALL (ABOVE/BELOW)

MILLWORK / MISC.

ACCENT PAINT

LOCATION IN PLAN

FINISH PLAN ROOM TAG

FINISH PLAN KEYNOTES

MATERIAL CALLOUT TAG

A KEYNOTE, SEE KEYNOTE

LEGEND BELOW

ROOM

NAME

F1 B1 P1 S1

ROOM NAME & NUMBER

P1

MATERIAL TAG

1 REPAIR ANY DAMAGED FLOOR TILE FROM

DEMOLITION PHASE, PROVIDE QUARRY

TILE BASE AT NEW WALL LOCATIONS &

GROUT TO EXISTING FLOOR.

2 CLAD EXISTING PARTITION WITH

STAINLESS STEEL.

3 CLAD UTILITY PARTITION WITH

STAINLESS STEEL.

4 PROVIDE 3"X3" X 6'-0" STAINLESS

STEEL CORNER GUARD

5 PROVIDE "U" SHAPED END OF WALL

GUARD, CUSTOM SIZE TO PARTITION

TO 6'-0" AFF.

14 INFILL DEMOLISHED PIPE LOCATIONS,

PATCH QUARRY TILE FLOOR ALONG

WALL.

6 REPAIR EXISTING WALL TILE. REMOVE

AND REPAIR 100 SF OF TILE IN EACH

LOCATION SHOWN, REPAIR

SUBSTRATE AND REINSTALL NEW

CERAMIC TILE. COLOR TO BE

COORDINATED WITH CDR.

7 PROVIDE FRP SHEET ON WALL TO 6'-0"

AFF.

8 PATCH QUARRY TILE FLOOR AT

REMOVED FLOOR DRAINS. PROVIDE

2'-0" X 2'-0" QUARRY TILE AT EACH

LOCATION.

9 PROVIDE CERAMIC TILE FINISH AT

GWB PARTITION, FULL EXTENT OF

INFILL.

10 EXISTING CONCRETE CURB.

11 REPAIR BASE & FLOOR AS REQUIRED

AT BEAM INSTALLATION LOCATIONS.

12 EXISTING FRP TO REMAIN, PAINT GWB

/ PLASTER WALLS IN THESE LOCATIONS.

13 AFTER WALL TILE REMOVAL, GROUT

FLOOR TO CMU WALL PRIOR TO

INSTALLATION OF STAINLESS STEEL.

15 PAINT EXISTING.

E

EXISTING TO REMAIN

ROOF BELOW

DIETITIAN'S

OFFICE

CP1

RB1

P1

CHEF'S

OFFICE

E E

P1

COOLER

QT1

QT,B2

COOLER

131A

E E E

MAIN

KITCHEN

E E P4

ELEC.

RM.

131B E E P1

DAILY

STORES

QT

QT,B2

P4

CWT

E E P1

VRS

E E P1

CHERRY

STREET

MGMT.

E E P1

CONFERENCE

ROOM/

OFFICE

E E P1

NUTRICIAN

& FOOD

SERVICE

OFFICES

E E P1

HK

E E P1

FC

E E P1

TC

E E P1

ROOF

ACCESS/

COOLER

E E P1

LADIE'S

ROOM

E E

E/P1

MEN'S

ROOM

E E

E/P1

CAFETERIA

E E E

SERVING

LINE

E E

P1,P2

STOR.

E E E

TRAY

LINE

E E P4

COOLER

102A

E E E

Room

E E

P4

PASSAGE

E E

P1

HALL

102C

CP1

RB1

P1

CART

WASH &

STOR

102D

E E

P4

STORAGE

ROOM

133A

CP1

RB1

P1

JANITOR

QT1

QT,B2

FRP/P4

STORAGE

QT1

QT,B2

P4

IT

QT1

QT,B2

P4

P2

ELEV.

Room

E E E

CORRIDOR

108B

E

QT,B2

FRP/P4

DISH

WASHING

E E

E/P4

QT1

ALLOWANCE FOR

QUARRY TILE FLOOR REPAIR

CERAMIC TILE WALL REPAIR

GWB / PLASTER REPAIR

575757

6 64

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

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A132

FIRST FLOOR FINISH PLAN

WARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

1/8" = 1'-0"A04

1 FIRST FLOOR FINISH PLAN

P5 PAINT 09 91 00 SHERWIN WILLIAMS SW 7006 EXTRA WHITE @ GYP. BD./NON- ACT CEILING PAINT, FLAT

CEILING

WP1 WALL PROTECTION

SCT1 TILE 09 68 13 (MATCH EXISITNG)

P4 EPOXY PAINT 09 91 00 BENJAMIN MOORE OC-131 WHITE DOWN EPOXY WALL FIELD PAINT, SEMI-GLOSS

P3 PAINT 09 91 00 BENJAMIN MOORE OC-131 WHITE DOWN - TRIM PAINT, SEMI-GLOSS

P2 PAINT 09 91 00 SHERWIN WILLIAMS SW 7616 BREEZY - ACCENT PAINT, EGGSHELL

P1 PAINT 09 91 00 BENJAMIN MOORE OC-131 WHITE DOWN - FIELD PAINT U.N.O., EGGSHELL

WALL

QTB2 QUARRY TILE BASE 09 68 13 (MATCH EXISTING)

RB1 RUBBER COVE BASE 09 65 00 JOHNSONITE BASEWORKS 4" COVE 168 THUNDER 4"

WALL BASE

QT1 QUARRY TILE (MATCH EXISTING)

CPT1 TILE CARPETING 09 68 13 MANNINGTON CLOSE KNIT II BARBADOS 1313 - QUARTER TURN

FLOORING

TAG ITEM SPEC NUMBER MANUFACTURER STYLE COLOR SIZE INSTALL NOTES

INTERIOR FINISH MATERIALS LEGEND

P

RCP GENERAL NOTES

RCP ANNOTATION LEGEND

STRUCTURAL GRID LINE

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE OR

RECESSED EXHAUST FAN

A KEYNOTE, SEE RCP

KEYNOTE LEGEND

NEW CONSTRUCTION

EXISTING CONSTRUCTION

TO REMAIN

Cx

X'-XX" AFF

CEILING TAG

CEILING TYPE DESIGNATION,

SEE CEILING TYPES LEGEND

CEILING HEIGHT, ABOVE

FINISHED FLOOR

MECHANICAL REGISTERS AND GRILLES

TROFFER AND RECESSED LIGHT FIXTURES

SURFACE MOUNTED LIGHT FIXTURES

WALL MOUNTED LIGHT FIXTURES

24" X 24" LED TROFFER

LIGHT FIXTURE

LED LINEAR UTILITY SURFACE

MOUNTED FIXTURE

LED LINEAR WALL FIXTURE

24" X 48" LED TROFFER

LIGHT FIXTURE

12" X 48" LED TROFFER

LIGHT FIXTURE

RECESSED CAN LED

LIGHT FIXTURE

DIRECTIONAL RECESSED

CAN LED LIGHT FIXTURE

PENDANT LIGHT FIXTURES

8' LED LINEAR PENDANT

LIGHT FIXTURE

LED PENDANT CAN LIGHT

FIXTURE

1. LIGHT FIXTURE AND MECHANICAL DEVICE

LOCATIONS ARE SHOWN FOR ARRANGEMENT

PURPOSES ONLY. SEE MECHANICAL AND

ELECTRICAL DRAWINGS FOR FIXTURES TYPES.

RCP CEILING TYPES

CEILING

TYPE DESCRIPTION / BASIS OF DESIGN

C1 -

C2 -

C3 -

C4 -

C5-

C6-

C7-

C8-

RCP KEYNOTES

20 LOCATION OF NEW BEAM ABOVE.

21 REMOVE EXISTING GRID & TILE.

TEMPORARILY SALVAGE LIGHT

FIXTURES, INSTALL STRUCTURAL

BEAM, REINSTALL LIGHT FIXTURES

AND INSTALL NEW CEILING TILE.

22 INSTALL NEW TILE & GRID IN THIS

AREA AFTER INSTALLATION OF BEAM.

23 REINSTALL ELECTRICAL FIXTURES

AFTER BEAM INSTALL.

24 REMOVE PORTION OF GWB SOFFIT

FOR BEAM INSTALL. REBUILD GWB

SOFFIT WITH SIMILAR

CONSTRUCTION, PTD.

25 CEILING HEIGHT RAISED AT

WINDOWS, 2 TILES WIDE.

26 GWB SOFFIT ABOVE CEILING TO

UNDERSIDE OF PLASTER CEILING ABOVE,

PTD.

1 NO CEILING WORK IN THIS AREA

2 EXISTING CEILING TO REMAIN, PAINT.

3 GWB SOFFIT @ 10'-0" AFF., PAINTED

4 EXTEND GWB SOFFIT 1'-0" BEYOND

FACE OF HOOD AS SHOWN. PAINT.

5 EXISTING COOLER BOX

6 PROVIDE ACT CEILING AROUND

PERIMETER OF COOLER BOX,

COORDINATE HEIGHT W/ TOP OF BOX.

7 REMOVE AND REPLACE EXISTING ACT

CEILING TILES.

8 ACT CEILING @ 10'-0” AFF

9 REPAIR WATER DAMAGED GWB SOFFITS

AND CEILINGS IN THIS AREA. PAINT.

10 2X2 ACT CEILING GRID & TILE, VINYL

FACED. GWB ON ALL SIDES.

11 REMOVE AND REPLACE EXISTING 2X4

TILE. EXISTING GRID TO REMAIN.

12 GWB SOFFIT @ 9’-0” AFF, PAINTED

13 2x2 VINYL ENCAPSULATED TILE & GRID

9’-0” AFF

14 REPAIR ANY WATER DAMAGE & PAINT

15 EXISTING GWB TO REMAIN. REPLACE

ALL CEILING TILE W/ TEGULAR EDGE

ACT TILE

16 EXISTING GWB TO REMAIN REPLACE

ALL CEILING TILE / VINYL FACED

CEILING TILE

17 REPLACE EXISTING LIGHTING W/ LED

FIXTURES

18 REPLACE CEILING TILE GRID & TILE

19 PAINT GWB DUCT SOFFITS

24" X 24" CERTAINTEED VINYLSHEILD A TILE

15/16" CLASSIC ENVIRONMENTAL STAB GRID

24" X 48" CERTAINTEED VINYLSHIELD A TILE

EXISTING GRID TO REMAIN

24" X 24" CERTAINTEED SYMPHONY M TILE

15/16" CLASSIC STAB GRID

24" X 24" CERTAINTEED SYMPHONY M TILE

EXISTING GRID TO REMAIN

5/8" MR TYPE 'X' GWB ON 3 5/8" LGMF SOFFIT

PAINTED _______

PAINT EXISTING GWB / PLASTER CEILING

PAINTED _______

COOLER CEILING BY MANUFACTURE

C8 = C4 AT 24" X 48"

29 EXPOSED ROOF STRUCTURE ABOVE,

PAINT WHERE NOTED.

27 COMMERCIAL HOOD, SEE MECHANICAL

DRAWINGS.

28 GWB SOFFIT AT 8'-0", PTD.

FIXTURE LEGEND

EXISTING GRID TO REMAIN

NEW CEILING,

SEE CEILING TYPE

M.E.H. MATCH EXISTING HEIGHT

A301

A301

A301

A301

A321

A321

A322

A322

C6

ETR

ACCESS DOOR TO ATTIC

ABOVE FREEZER

APROX. PATH OF ROOF DRAIN ABOVE 29

ALIGN DOWNSPOUT WITH

COLUMN LOCATION

FREEZER

BELOW

SUSPEND ROOF LEADER FROM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BI

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A141

BASEMENT REFLECTED CEILING

PLANWARRENSTREET ARCHITECTS, INC.

27 WARREN STREET

CONCORD, NH 03301-4049

(603) 225-0640

JONATHAN SMITH

BUILDING 5 UTILITIES

VAMC NORTHAMPTON

VA241-16-C-0124

5/4/2020

1/8" = 1'-0"A04

1 FIRST FLOOR REFLECTED CEILING PLAN

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RCP GENERAL NOTES

RCP ANNOTATION LEGEND

STRUCTURAL GRID LINE

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE OR

RECESSED EXHAUST FAN

A KEYNOTE, SEE RCP

KEYNOTE LEGEND

NEW CONSTRUCTION

EXISTING CONSTRUCTION

TO REMAIN

Cx

X'-XX" AFF

CEILING TAG

CEILING TYPE DESIGNATION,

SEE CEILING TYPES LEGEND

CEILING HEIGHT, ABOVE

FINISHED FLOOR

MECHANICAL REGISTERS AND GRILLES

TROFFER AND RECESSED LIGHT FIXTURES

SURFACE MOUNTED LIGHT FIXTURES

WALL MOUNTED LIGHT FIXTURES

24" X 24" LED TROFFER

LIGHT FIXTURE

LED LINEAR UTILITY SURFACE

MOUNTED FIXTURE

LED LINEAR WALL FIXTURE

24" X 48" LED TROFFER

LIGHT FIXTURE

12" X 48" LED TROFFER

LIGHT FIXTURE

RECESSED CAN LED

LIGHT FIXTURE

DIRECTIONAL RECESSED

CAN LED LIGHT FIXTURE

PENDANT LIGHT FIXTURES

8' LED LINEAR PENDANT

LIGHT FIXTURE

LED PENDANT CAN LIGHT

FIXTURE

1. LIGHT FIXTURE AND MECHANICAL DEVICE

LOCATIONS ARE SHOWN FOR ARRANGEMENT

PURPOSES ONLY. SEE MECHANICAL AND

ELECTRICAL DRAWINGS FOR FIXTURES TYPES.

RCP CEILING TYPES

CEILING

TYPE DESCRIPTION / BASIS OF DESIGN

C1 -

C2 -

C3 -

C4 -

C5-

C6-

C7-

C8-

RCP KEYNOTES

20 LOCATION OF NEW BEAM ABOVE.

21 REMOVE EXISTING GRID & TILE.

TEMPORARILY SALVAGE LIGHT

FIXTURES, INSTALL STRUCTURAL

BEAM, REINSTALL LIGHT FIXTURES

AND INSTALL NEW CEILING TILE.

22 INSTALL NEW TILE & GRID IN THIS

AREA AFTER INSTALLATION OF BEAM.

23 REINSTALL ELECTRICAL FIXTURES

AFTER BEAM INSTALL.

24 REMOVE PORTION OF GWB SOFFIT

FOR BEAM INSTALL. REBUILD GWB

SOFFIT WITH SIMILAR

CONSTRUCTION, PTD.

25 CEILING HEIGHT RAISED AT

WINDOWS, 2 TILES WIDE.

26 GWB SOFFIT ABOVE CEILING TO

UNDERSIDE OF PLASTER CEILING ABOVE,

PTD.

1 NO CEILING WORK IN THIS AREA

2 EXISTING CEILING TO REMAIN, PAINT.

3 GWB SOFFIT @ 10'-0" AFF., PAINTED

4 EXTEND GWB SOFFIT 1'-0" BEYOND

FACE OF HOOD AS SHOWN. PAINT.

5 EXISTING COOLER BOX

6 PROVIDE ACT CEILING AROUND

PERIMETER OF COOLER BOX,

COORDINATE HEIGHT W/ TOP OF BOX.

7 REMOVE AND REPLACE EXISTING ACT

CEILING TILES.

8 ACT CEILING @ 10'-0” AFF

9 REPAIR WATER DAMAGED GWB SOFFITS

AND CEILINGS IN THIS AREA. PAINT.

10 2X2 ACT CEILING GRID & TILE, VINYL

FACED. GWB ON ALL SIDES.

11 REMOVE AND REPLACE EXISTING 2X4

TILE. EXISTING GRID TO REMAIN.

12 GWB SOFFIT @ 9’-0” AFF, PAINTED

13 2x2 VINYL ENCAPSULATED TILE & GRID

9’-0” AFF

14 REPAIR ANY WATER DAMAGE & PAINT

15 EXISTING GWB TO REMAIN. REPLACE

ALL CEILING TILE W/ TEGULAR EDGE

ACT TILE

16 EXISTING GWB TO REMAIN REPLACE

ALL CEILING TILE / VINYL FACED

CEILING TILE

17 REPLACE EXISTING LIGHTING W/ LED

FIXTURES

18 REPLACE CEILING TILE GRID & TILE

19 PAINT GWB DUCT SOFFITS

24" X 24" CERTAINTEED VINYLSHEILD A TILE

15/16" CLASSIC ENVIRONMENTAL STAB GRID

24" X 48" CERTAINTEED VINYLSHIELD A TILE

EXISTING GRID TO REMAIN

24" X 24" CERTAINTEED SYMPHONY M TILE

15/16" CLASSIC STAB GRID

24" X 24" CERTAINTEED SYMPHONY M TILE

EXISTING GRID TO REMAIN

5/8" MR TYPE 'X' GWB ON 3 5/8" LGMF SOFFIT

PAINTED _______

PAINT EXISTING GWB / PLASTER CEILING

PAINTED _______

COOLER CEILING BY MANUFACTURE

C8 = C4 AT 24" X 48"

29 EXPOSED ROOF STRUCTURE ABOVE,

PAINT WHERE NOTED.

27 COMMERCIAL HOOD, SEE MECHANICAL

DRAWINGS.

28 GWB SOFFIT AT 8'-0", PTD.

FIXTURE LEGEND

EXISTING GRID TO REMAIN

NEW CEILING,

SEE CEILING TYPE

M.E.H. MATCH EXISTING HEIGHT

A301

A301

A301

A301

20 20 20 20

22 22

C2

8' - 0" AFF

C1

10' - 0" AFF

1 11

A321

A321

A322

A322

C6

ETR

C6

ETR

C8

ETR

ACT-3

8' - 0" AFF

C-7

8' - 0" AFF

C3 M.E.H.

C6

C6

C4 M.E.H.

C3 M.E.H.

C4 M.E.H.

C4 M.E.H.

C2

ETR

C1

ETR

C1 9'-0"

C1 9'-0"

C2

ETR

C2

ETR

C2

ETR

C2

ETR

C6

ETR

C5

10' - 0" AFF

C5

10' - 0" AFF

272727

C6

ETR

C6

ETR

C6

ETR

C6

ETR

C3

10' - 0" AFF

A142

6"

6"

1"8'-0" AFF.

10'-0" AFF.

5/8" GWB, PTD

3 5/8" LGMF

ACOUSTICAL

CEILING TILE

& GRID

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

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