S02 BD03252022 Drawings - 4_Architecture.pdf

PULL

PULL

RADIOLOGY

RECORDS

RECOVERY

RECEPTION

M

MAINT

MECH

MACH MACHINE ROOM

MALE

MAINTENANCE

RECD

RECP

RECOV

RAD

ROOM

STAFF

REHABILITATION

SHOWER

SUPPLY

STAFF TOILET

SOILED UTILITY

SECRETARY

STAIRS

SUPPORT

STATION

STERILIZER

SERVICE

SWITCHGEAR

SUPERVISOR

SURGERY/ ICAL

STORAGE

MGR

MED

MRI

OFF

OR

ORTHO

OH

OB/GYN

OPERATING ROOM

MANAGER

OFFICE

MEDICATION/ MEDICAL

ORTHOPEDICS

OBSTETRICS/ GYNECOLOGY

ORAL HYGIENIST

MAGNETIC RESONANCE

IMAGING

SWGR

ST

STA

RM

S TLT

SVCE

SHR

S

STOR

SUPVR

SPRT

SPLY

SOIL

SECY

REHAB

STER

SURG

MECHANIC(AL)

EDUCATION

ELEVATOR

ELECTRIC(AL)

ED

ELEV

EMG

ELEC

ADMIN

ASSY

AUD

AMB

ASSEMBLY

ADMINISTRATION(OR)

AMBULATORY

AUDIOLOGY

"DN"

S

SIMILARSIM

SPEC

SF

SOUTH/ SINK

SQUARE FEET/ STOREFRONT

(NON - NCS ABBREVIATIONS ARE SHOWN

UNDERLINED) EXAMPLE:

ENDOSCOPY

EQUIPMENT

EXECUTIVE

ENDO

ENT

EQUIP

EXEC

FREEZER

FEMALE

FRZ

F

BALCONYBALC

CHEMICALCHEM

CHGN

CLASSCL

CHIRO CHIROPRACTOR

CHARGE NURSE

GENERAL

GYMNASIUM

GEN

GYM

HEAD

HOUSEKEEPINGHSKPG

HD

ICCU

HAZ MAT

CLERICAL

CLN

CLER

CLOSETCLO

CLRM CLASSROOM

CLEAN (ING)/ CLEAN UTILITY

COMM

CONF

CORRIDORCORR

COPY

COMMUNICATIONS

CONFERENCE

COPY/ WORK ROOM

COMMANDER/ COMMANDCMD

SQUARESQ

SST

STEEL

STC

STL

TREADT

THROUGHTHRU

TEMP

SOUND TRANSMISSION CLASS

STAINLESS STEEL

TEMPERATURE/ TEMPORARY

TOP OF

TOC

TO

TOF

TOM

TYPICALTYP

U

UC

TOS

HEAT TRANSFER COEFFICIENT

TOP OF FOOTING

TOP OF CONCRETE (CURB)

UNDERCUT

TOP OF MASONRY

TOP OF STEEL

SPECIFICATION(S)

HAZARDOUS MATERIALS

EAR NOSE THROAT

ELECTROMYOGRAPHY

INTENSIVE CARDIAC CARE UNIT

TECHNICIAN

TELEPHONE

TOILET

URINAL

TREATMENT

WAITING

WAREHOUSE

WATER CLOSET

WEIGHTS AND MEASURES

WEIGHT

WORK STATION, WORK ROOM

EXECUTIVE OFFICER

VESTIBULE

P

PHAR

PHYS

PEDS

PO

PYSCH

PRIN

PREP

POST OFFICE

PRINCIPAL

PHARMACY

PATIENT

PREPARATION

PEDIATRICS

PHYSICAL

PSYCHOLOGY

PROCTO

PROC

PUB

PT/OT

PULMO

PUBLIC

PHYSICAL / OCCUPATIONAL

THERAPY

PROCTOLOGY

PROCEDURE

PULMONARY

PARKINGPRKG

WT

WHSE

WAIT

VEST

UR

WORK

TRT

TECH

XO

WC

W & M

TEL

TLT

INFORMATION

ISOLATION

INJECTION

INFO

ICU

ISO

INJ

JANITOR

KITCHEN

JAN

JC

KIT

CSR

CT

CONTROLCTRL

CENTRAL STERILE ROOM

CAT SCAN

DRESSING

DEPT

D

DIRECTOR

DICTATION

DIR

DICT

DEPARTMENT

LAUNDRY

LABORATORY

LAU

LAB

LDRP

LCPO

LIBRARY

LOCKER

LIT/ FORMS

LIB

LPO

LKR

L/W

L/F

DOCTORDR

DOR

DRK

DTR

DARKROOM

DENTAL TREATMENT ROOM

DENTAL OPERATORY ROOM

DISP DISPENSING

UL

U/C/B

VACUUMV

U0N

VARIESVAR

VCT

VERTICAL

VTR

VERT

VENT THRU ROOF

UNLESS OTHERWISE NOTED

UNDERWRITERS LABORATORY

VINYL COMPOSITION TILE

UNDER COUNTER BASE

W

WITHW/

W

WITHOUT

WOOD

W/0

WD

WEIGHTWT

WP

WH WALL HUNG/ WATER HEATER

WEST /WATT

WATERPROOF / WORKING POINT

WIDTH /WIDE FLANGE

VWC VINYL WALL COVERING

WWF WELDED WIRE FABRIC

JANITOR'S CLOSET

LABOR DELIVERY RECOVERY POST PARTUM

LEADING CHIEF PETTY OFFICER

LEADING PETTY OFFICER

LITTER WHEELCHAIR

INTENSIVE CARE UNIT

KILOPASCAL

POUND

ANGLE

KPA

L

LB

EACH

ELEVATION

EACH END

EXPANSION JOINT

EA

EJ

EL

EE

AND&

DOLLAR (USD)

@ AT

NUMBER / POUND

NATIONAL CAD STANDARD ABBREVIATIONS

LINEAR FEET

METERS

MAXIMUM

LF

M

MAX

MINIMUM

MILLIMETERS

MISCELLANEOUS

MASONRY OPENING

MIN

MM

MISC

MO

ET CETERA

EQUAL

EYE WASH STATION

ELECTRIC WATER COOLER

EXISTING

FILLER

NORTH

NOT APPLICABLE

NUMBER

NOT IN CONTRACT

NA

N

NO

NIC

NOT TO SCALE

OXYGEN

ON CENTER

NTS

OC

O

NOMINALNOM

FACSIMILE

FIRE EXTINGUISHER

FINISHED FLOOR

FIRE EXTINGUISHER CABINET

FLOOR

FACE OF

FIBERGLASS REINFORCED POLYMER

FACE OF SLAB (STUD)

FIRE HOSE CABINET

EQ

F

A/C

A/E

ADA

ACT

AHJ

AHU

AFF

ALUM

AUTHORITY HAVING JURISDICTION

AMERICANS WITH DISABILITY ACT

ACOUSTICAL CEILING TILE

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

ALUMINUM

ARCHITECT-ENGINEER

AIR CONDITIONED

FE

FF

FLR

FO

FRP

BEAM

BLDG

BM

BOS

BO

CG

CCT

CL

CJ

BUILDING

BOTTOM OF STEEL

CENTER LINE

CONTROL/ CONSTRUCTION JOINT

CORNER GUARD

BY OWNER/ BOTTOM OF

CUBICLE CURTAIN TRACK

FOS

FAX

EWS

ETC

FEC

FHC

EXIST

EWC

OPPOSITE HAND

OUTSIDE DIAMETER

PLATE

OPENING

OPH

OD

PL

OPNG

PAIR

PLASTIC LAMINATEPLAM

PR

PSI

PSF

GAS

GRAB BAR

GALVANIZED

GAGE

HIGH

GYPSUM BOARD

GENERAL CONTRACTOR

QUANTITY

PTS

QTY

RISER/RADIUS

REQUIRED

ROUGH OPENING

RENOVATE(TION)

R

RAL

RO

REQ

RENOHARDWARE

HOUR

HOLLOW METAL

INTERCOM

INTRAVENOUS

INCH(ES)

INSIDE DIAMETER

PT

HANDICAP

G

GB

GA

GC

H

CLL

CLG

CM

CMU

CLR CLEAR

CONC

CO2

CONT

CTJ

CENTIMETER

CONCRETE

COLUMN LINE

CONTINUED (OUS)

CONCRETE MASONRY UNIT

CEILING

CONTRACTION JOINT

CARBON DIOXIDE

HM

HR

ID

IC

IV

INCTR

DBA

D

DEG

DIA

DR

DWG

DN DOWN

DEGREE

UNIT OF SOUND

CENTER

DEEP/ DEPTH

DIAMETER

DOOR/

DRAWING(S)

COORDINATECOORD

HC

HDW

GALV

GYP BD

ROICC

JOINTJT

DWR DRAWER

PAINT

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

RESIDENT OFFICER IN CHARGE

OF CONST

FEDERAL COLOR PALETTE

PNEUMATIC TUBE STATION VOL VOLUNTEER

ASSISTANTAST

COMPUTERCOMP

COORD COORDINATOR

CLIN CLINIC (AL)

PERSONNELPERS

MANAGEMENTMGNT

ANALYSISTANLST

COMPR COMPTROLLER

CUBICLESCBCL

DEGREE(S)°

AIR

A

/ DIVIDE BY, PER

EQUALS, EQUAL TO

' FOOT, FEET

> GREATER THAN

> GREATER THAN OR EQUAL TO

INCH(ES)"

MINUS, NEGATIVE

< LESS THAN

LESS THAN OR EQUAL TO

MULTIPLY BY, BYX

% PERCENT

PLUS

+/- PLUS OR MINUS

NATIONAL CAD STANDARD ROOM NAME ABBREVIATIONS

"DN"

(NON - NCS ABBREVIATIONS ARE SHOWN

UNDERLINED) EXAMPLE:

FOOT/FEETFT

TELEVISIONT.V.

P.T. PRESSURE TREATED

MOUNTEDMNTD

FIRE RETARDANTF.R.

SS STAINLESS STEEL

WHEELCHAIRW/C

FIRE TREATEDF.T.

ABA ARCHITECTURAL BARRIERS ACT

SAB SOUND ATTENUATION BATTS

EXPOSEDEXP

VERIFY IN FIELDVIF

VERIFY IN FIELDVIF

A101

SIM

A101

SIM

A101

SIM

BUILDING ELEVATION/SECTIONDetail No.

Sheet No.

Reference Label

Detail No.

Sheet No.

Reference Label

Detail No.

Sheet No.

Reference Label

Room No.

Room Area

Door/Room No.

Partition Configuration

Partition Configuration

Key Note No.

ALIGN

WALL SECTION

DETAIL SECTION/CALLOUT

ROOM TAG

DOOR TAG

PARTITION TAG

KEYNOTE

ALIGNED SURFACES

Room Name

Area

AREA TAG

Area NameArea Name

150 SF

WL_Type

2S 86

SCOPE OF PROJECT

Project Limit Line

Grid No.

CENTERLINE

COLUMN GRID LINE

SPOT ELEVATIONSpot Elevation AFF

Level/Datum Elevation AFF

LEVEL MARKER

Level/Datum Name

Window Type WINDOW TYPE TAG01

CL

Highpoint @ Tail SLOPE INDICATOR

Starting Point @ Center DIMENSION CROSSHAIR

Name Elevation

Revision Reference Number

Revision Cloud Depicting Area Revised

REVISION

CEILING TAG1'-0" Clg Height

? Finish FINISH TAG

Casework / Furniture

CASEWORK TAG1i

FURNITURE TAG

Room Name

150 SF

WAL-1

BAS-1

FLR-1

Room Wall Finish

Room Wall Base

Room Floor Finish

ROOM FINISH TAG

FIRE

EXTINGUISHER

WALL MOUNTED

CABINET

FIRE ALARM

PULL BOX

M A

X

IM

U M

M A

X

IM

U M

M A

X

IM

U M

FIRE

EXTINGUISHE

R WALL

HUNG

FIRE

EXTINGUISHER

IN RECESSED

CABINET

FIRE EXTINGUISHER

AND FIRE HOSE

VALVE IN RECESSED

CABINET

FIRE EXTINGUISHER,

FIRE HOSE VALVE

AND FIRE

DEPARTMENT VALVE

IN RECESSED

CABINET

FIRE DEPARTMENT

VALVE IN

RECESSED

CABINET

FIREFIGHTER'S

HANDSET

FH

0' - 10 1/2"

8" 8"7

AUDIO/VISUAL

FIRE ALARM

EXIT SIGN WALL

SWITCH

WALL

PHONE

JACK

FIRE ALARM

PULL STATION

(GENERALLY

LOCATE UNDER

A/V ALARM)

W

IT

H O

W N

E R

C O

O R

D

IN

A T

E

0' - 8"

COMBINATION

POWER/SIGNAL/OUTLET

FOR WALL MOUNTED

TELEVISION OR

MONITOR

CLOCK

(PLACED ON WALL

WITH NO VISUAL

BOARDS

MOUNTED BELOW)

DOUBLE-SIDED

PROJECTED

CLOCK

M

IN

C E

IL

IN

G H

E I G

H T

U

.N .O

S

P A

C E

S W

IT

H

T.V./DATA/

PHONE

POWER

RECEPTACLES

LIGHT

SWITCHES

DOME

LIGHT

OCCUPANCY

SENSOR

CARD

READER

THERMOSTAT

POWER

DISCONNECT

REMOTE DOOR

RELEASE

D/V L

TV

D/V

TV E

E

ED/V

L L OS CR T DR

AREA OF

REFUGE

INTERCOM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:0

P

M

AE001

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

NOTES, SYMBOLS,

ABBREVIATIONS

ABBREVIATIONS PLAN SYMBOLS

FIRE PROTECTION EQUIPMENT

ELECTRICAL CONTROL DEVICES

Revisions: Date:

M

UP

UP

DN

DN

DN

UP

DN

DN

DN

PATH

ID'S:

M1 M3 M4 C1

PATH

ID'S:

M1 M2

PATH

ID'S:

M3

PATH

ID'S:

M2

PATH

ID'S:

C1

PATH

ID'S:

M4

FE

FE

FE

FE

2 HR FIRE BARRIER

PATH

ID'S:

B1 C2

PATH

ID'S:

B1

PATH

ID'S:

B2

PATH

ID'S:

C2

PATH

ID'S:

B3

PATH

ID'S:

B2 B3

FE

FE

FE

PATH

ID'S:

C1

2 HR FIRE BARRIER

2 HR FIRE BARRIER

PATH

ID'S:

C1

PATH

ID'S:

C2

DN

PATH OF TRAVEL (FEET)

VOICE/ALARM SYSTEM THROUGHOUT

(COORDINATE W/ ELECTRICAL)

EXIT FLOW

EXIT SIGN

(COORDINATE W/ ELECTRICAL)

PORTABLE FIRE EXTINGUISHER

DRY-CHEMICAL ABC CLASSIFICATION

(COORDINATE W/ FIRE MARSHAL)

TWO HOUR FIRE BARRIER CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

PLAN

NORTH ACTUAL

NORTH

KEYPLAN

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:1

P

M

AE002

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL MT0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

LIFE SAFETY PLANS

3/32" = 1'-0"F3 MAIN LEVEL OCCUPANCY PLAN

3/32" = 1'-0"D3 BOILER LEVEL OCCUPANCY PLAN

3/32" = 1'-0"B3 MAIN CATWALK OCCUPANCY PLAN

GENERAL SHEET NOTES

LIFE SAFETY LEGEND

PROJECT CODE SUMMARY

PROJECT SUMMARY:

THIS PROJECT CONSISTS OF A BUILDING EXPANSION OF THE BOILER PLANT AND

RENOVATION OF INTERIOR ADMINISTRATIVE SPACE.

APPLICABLE CODES _________________

2015 INTERNATIONAL BUILDING CODE (IBC)(ONLY WHEN SPECIFICALLY REFERENCED IN

VA DESIGN DOCUMENTS)

2018 EDITION NFPA 101 LIFE SAFETY CODE

2015 VA FIRE PROTECTION DESIGN GUIDE 7TH EDITION

2015 NFPA NATIONAL FIRE CODE (EXCEPTION OF NFPA 5000 AND NFPA 900)

2017 NATIONAL ELECTRICAL CODE (NEC)

2015 INTERNATIONAL PLUMBING CODE (IPC)

VA PHYSICAL SECURITY & RESILIENCY DESIGN MANUAL JAN 2021

ENERGY POLICY ACT OF 2005 (EPACT)

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS:

MEMORANDUM OF UNDERSTANDING (MOU)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNAGE

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD 62.1 -2004

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

NFPA 85: BOILER AND COMBUSTION SYSTEMS HAZARD CODE

ASME B31.1 POWER PIPING

NBB1 SECTION 1

BUILDING HEIGHT AND AREA LIMITATIONS (IBC CHAPTER 5):

USE & OCCUPANCY CLASSIFICATION: F1 - MOD. HZD. INDUSTRIAL

TYPE OF CONSTRUCTION: II-B

ALLOWABLE HT IN FEET (TABLE 504.3): 75' (S)

ACTUAL HEIGHT ABOVE GRADE: 36'-5"

ALLOWABLE STORIES ABOVE GRADE (TABLE 504.): 3 (S)

ACTUAL STORIES ABOVE GRADE: 1

ALOWABLE AREA (TABLE 506.2): 62,000 sqft (S1)

ACTUAL AREA: 10,060 sqft

PER IBC CHAPTER 5: TYPE 2B NON COMBUSTIBLE, FULLY SPRINKLERED BUILDING WITH

AN F1 MODERATE HAZARD INDUSTRIAL OCCUPANCY IS PERMITTED TO BE UP TO 75’

TALL, THREE STORIES, WITH 62,000 SQFT OF ALLOWABLE AREA.

AS DEFINED BY TABLE 601 THE BUILDING ELEMENTS ARE REQUIRED TO CARRY

THE FOLLOWING FIRE RESISTANCE RATINGS IN TYPE II-B CONSTRUCTION:

PRIMARY STRUCTURAL FRAME: 0 HRS

EXTERIOR BEARING WALLS: 0 HRS

INTERIOR BEARING WALLS: 0 HRS

EXTERIOR NON-BEARING WALLS: 0 HRS

INTERIOR NON-BEARING WALLS: 0 HRS

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS: 0 HRS

ROOF CONSTRUCTION AND

SECONDARY MEMBERS: 0 HRS

PER NFPA 5000 TABLE 7.4.1, A TYPE II, (000), FULLY SPRINKLERED, ORDINARY HAZARD

INDUSTRIAL OCCUPANCY IS PERMITTED TO BE UP TO 75’ TALL, THREE STORIES, WITH

15,500 SQFT OF FOOTPRINT.

AS DEFINED BY TABLE 7.2.1.1, CONSTRUCTION ELEMENTS ARE REQUIRED TO

CARRY THE FOLLOWING FIRE RESISTANCE RATINGS IN TYPE-II (000)

CONSTRUCTION:

EXTERIOR BEARING WALLS:

SUPPORTING MORE THAN ONE FLOOR: 0 HRS

SUPPORTING ONLY ONE FLOOR: 0 HRS

SUPPORTING ROOF ONLY: 0 HRS

INTERIOR BEARING WALLS:

SUPPORTING MORE THAN ONE FLOOR: 0 HRS

SUPPORTING ONLY ONE FLOOR: 0 HRS

SUPPORTING ROOF ONLY: 0 HRS

COLUMNS:

SUPPORTING MORE THAN ONE FLOOR: 0 HRS

SUPPORTING ONLY ONE FLOOR: 0 HRS

SUPPORTING ROOF ONLY: 0 HRS

BEAMS, GIRDERS, TRUSSES, AND ARCHES:

SUPPORTING MORE THAN ONE FLOOR: 0 HRS

SUPPORTING ONLY ONE FLOOR: 0 HRS

SUPPORTING ROOF ONLY: 0 HRS

FLOOR/CEILING ASSEMBLIES: 0 HRS

ROOF/CEILING ASSEMBLIES: 0 HRS

INTERIOR NON-BEARING WALLS: 0 HRS

EXTERIOR NON-BEARING WALLS: 0 HRS

NFPA 101 OCCUPANCY & ASSOCIATED CHAPTER

• BOILER BUILDING, MAIN LEVEL : INDUSTRIAL OCCUPANCY (NFPA 101 : 2015,

CHAPTER 40)

• BOILER BUILDING, BOILER LEVEL : INDUSTRIAL OCCUPANCY (NFPA 101 : 2015,

CHAPTER 40)

• BOILER BUILDING, CATWALK LEVEL : INDUSTRIAL OCCUPANCY (NFPA 101 : 2015,

CHAPTER 40)

• OFFICE / CONTROL AREAS ASSUMED TO BE NON-SEPARATED, ANCILLARY

FACILITIES PER PROVISIONS OF (A.6.1.14.1.3)

40.2.5.3.1 INDUSTRIAL EQUIPMENT ACCESS DIMENSIONAL CRITERIA:

MINIMUM HORIZONTAL DIMENSION OF ANY WALKWAY: 22” CLEAR

MINIMUM STAIR OR RAMP WIDTH: 22” @ RAILS

MINIMUM TREAD WIDTH: 22” CLEAR

MINIMUM TREAD DEPTH: 10”

MAXIMUM RISER HEIGHT: 9”

MAX HT. BETWEEN LANDINGS: 12’-0”

MINIMUM HEADROOM: 6’-8”

MINIMUM WIDTH OF DOOR OPENINGS: 22”

1. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL

BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF

AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS

THAN 28 INCHES (EXISTING OPENINGS) OR 32 INCHES

(NEW OPENINGS). THE HEIGHT OF DOORS SHALL NOT

BE LESS THAN 80 INCHES.

2. EGRESS DOORS SHALL BE READILY OPERABLE FROM

THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY

SPECIAL KNOWLEDGE OR EFFORT. ALL EGRESS DOORS

TO HAVE PANIC HARDWARE. PANIC HARDWARE SHALL

NOT REQUIRE TIGHT GRASPING, PINCHING, OR

TWISTING OF THE WRIST. FORCE REQUIRED TO

ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS.

REFERENCE SHEET AE-601 FOR ADDITIONAL

INFORMATION. (7.2.1.5)

3. THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL

BE ILLUMINATED AT ANY TIME THE BUILDING IS

OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN

1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL. (7.8)

4. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF

ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS

PERMITTED IN ANY EGRESS PATHS.

5. ALL NEW FIRE EXTINGUISHER LOCATIONS AS

INDICATED ARE PROPOSED, FINAL PLACEMENTS TO BE

DETERMINED/VERIFIED BY THE DIRECTION OF THE

LOCAL AUTHORITY.

6. CONTRACTOR TO SUBMIT TEMPORARY LIFE SAFETY

PLANS IN THE EVENT REQUIRED EXITS ARE BLOCKED

DURING CONSTRUCTION.

NAME AREA

MAIN LEVEL 5591 SF

BOILER LEVEL 5103 SF

TOTAL:: 2 10695 SF

AREA SCHEDULE (GROSS)

Level NAME AREA

MAIN LEVEL OFFICE 100 SF

MAIN LEVEL RESTROOM 60 SF

MAIN LEVEL LOCKERS 59 SF

MAIN LEVEL SHOWER 14 SF

MAIN LEVEL ANNEX MAIN LEVEL 900 SF

MAIN LEVEL BREAK ROOM 137 SF

MAIN LEVEL MAINTENANCE 3377 SF

BOILER LEVEL BOILER LEVEL 3490 SF

BOILER LEVEL CONTROL ROOM 288 SF

BOILER LEVEL ANNEX - BOILER LEVEL 903 SF

TOTAL:: 10 9327 SF

AREA SCHEDULE (NET)

PATH "M1"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

18' - 10" 87' - 5"

PATH "M2"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

18' - 10" 100' - 0" 86' - 4" 400' - 0"

PATH "M3"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

0' - 0" 79' - 2"

PATH "B1"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

5' - 3" 100' - 0" 110' - 7" 400' - 0"

PATH "B2"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

2' - 11" 100' - 0" 90' - 8" 400' - 0"

PATH "C1"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

0' - 0" 188' - 3"

PATH "C2"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

0' - 0" 100' - 0" 141' - 3" 400' - 0"

EGRESS TRAVEL DISTANCES:

EGRESS TRAVEL DISTANCES:

EGRESS TRAVEL DISTANCES:

PATH "B3"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

2' - 11" 100' - 0" 92' - 5" 400' - 0"

PATH "M4"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

0' - 0" 100' - 0" 64' - 6" 400' - 0"

PATH "T1"

COMMON

PATH

DISTANCE

ALLOWABLE

COMMON

PATH

ACTUAL

TRAVEL

DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

OCCUPANT LOAD (40.1.7):

• "MAXIMUM PROBABLE NUMBER OF OCCUPANTS PRESENT

AT ANY TIME" PER TABLE 7.3.1.2 - NO PRESCRIPTIVE

OCCUPANCY CALCULATION BASED ON AREA:

• ASSUMED OCCUPANCY PER DIRECTION FROM END USER

IS NO GREATER THAN 10 OCCUPANTS.

TRAVEL DISTANCE (40.2.6.1) AND

COMMON PATH OF TRAVEL (40.2.5.1):

INDUSTRIAL (EXISTING):

MAX TRAVEL DISTANCE:

FULLY SPRINKLERED 400' - 0"

MAX COMMON PATH OF TRAVEL:

FULLY SPRINKLERED = 100' - 0"

C

UP

C

UP

C

UP

PHASE 1 - #7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:1

P

M

AE003

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

PHASING PLANS

PHASE 2 CONSISTS OF THE FOLLOWING WORK:

PHASE 2 – BOILER PLANT RENOVATION & ADDITION

1. DEMOLISH EXISTING BOILERS, DEAERATOR, CONDENSATE

SURGE TANK AND ASSOCIATED.

2. DEMOLISH PORTIONS OF EXISTING NORTH WALL AND INSTALL

NEW OVERHEAD DOORS.

3. INSTALL NEW ADDITION

4. INSTALL STRUCTURE FOR NEW BOILER LEVEL

5. INSTALL NEW MECHANICAL EQUIPMENT (BOILERS,

DEAERATOR, SURGE TANK, CONDENSATE, FUEL OIL PUMPS).

6. INSTALL NEW PIPING

7. DEMOLISH EXISTING FUEL OIL TANKS.

8. INSTALL NEW 4,000 GALLON FUEL OIL TANK AND ASSOCIATED

PIPING FOR NEW EMERGENCY GENERATOR.

9. INSTALL NEW SECURITY VIDEO SURVEILLANCE OPTICAL

FIBER.

10. INSTALL SECURITY ELECTRONICS EQUIPMENT ASSOCIATED

WITH NEW GATE CONTROLLERS.

* SHADED AREAS ARE PART OF THIS PHASE OF CONSTRUCTION

PHASE 3 CONSISTS OF THE FOLLOWING WORK:

PHASE 3 – TEMPORARY BOILERS & MAIN STAIR

1. DEMOLISH AND REMOVE TEMPORARY BOILERS AND PIPING.

2. INSTALL NEW STAIRS IN NORTHWEST CORNER (TEMPORARY

PIPING PREVENTS THE STAIRS FROM BEING INSTALLED

EARLIER).

* SHADED AREAS ARE PART OF THIS PHASE OF CONSTRUCTION

3/32" = 1'-0"B1 PHASE 1 - SURROUNDING SITEWORK & INSTALLATION OF MECHANICAL TEMPORARY EQUIPMENT AND PIPING

3/32" = 1'-0"B6 PHASE 2 - BOILER PLANT RENOVATION & ADDITION

3/32" = 1'-0"F6 PHASE 3 - TEMPORARY BOILERS & MAIN STAIRS

PHASE 1 CONSISTS OF THE FOLLOWING WORK:

PHASE 1 – SURROUNDING SITEWORK & INSTALLATION OF

MECHANICAL TEMPORARY EQUIPMENT AND PIPING

1. SCOPE FOR THE NEW RETAINING WALL.

2. INSTALL NEW GAS MAIN FOR THE TEMPORARY BOILERS.

3. INSTALL NEW (2) 30,000 GALLON FUEL OIL TANKS AND PIPING.

4. INSTALL NEW DUCT BANK TO FEED TRAILER TRANSFORMER.

5. INSTALL TEMPORARY BOILER TRAILERS AND CONTROL ROOM

TRAILER.

6. INSTALL TEMPORARY PIPING OUTSIDE.

7. INSTALL TEMPORARY PIPING INSIDE BUILDING 10 TO SUPPLY

THE EXISTING STEAM UTILITIES LEAVING BUILDING 10.

PROVIDE WEATHERPROOF INFILL PANEL. REF. DETAIL

D9/AE502

8. INSTALL TEMPORARY MV TRANSFORMER AND TEMPORARY

EQUIPMENT. CONNECT TEMPORARY BOILERS.

9. DEMOLISH EXISTING 300 KVA OUTDOOR MV TRANSFORMER

AFTER THE TEMPORARY BOILERS ARE OPERATIONAL.

10. DEMOLITION OF EQUIPMENT/DEVICES WITHIN BOILER PLANT

CAN BEGIN.

11. INSTALL THE NEW MV TRANSFORMER AND FEEDER.

* * SHADED AREAS ARE PART OF THIS PHASE OF CONSTRUCTION

GENERAL PHASING NOTE

REFERE TO EACH DISCIPLINE FOR ADDITIONAL PHASING NOTES.

REFER TO THE GENERAL REQUIREMENTS SPECIFICATION 01 00 00,

SECTION 1.6.G PHASING FOR ADDITIONAL INFORMATION.

4321 5

A.2

B.2

A

D

6.7 8 9 10

B

C

B.3

CC

BB

DD

LOCKERS

OFFICE

RESTROOM

SHOWER

9 9 9

9 9 9

AD105

C1

AD105

F1

C.7

B.4

B.1

A.1

4.9

1.2

AD106 F5

AD106C5

A.4

1. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, & STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

2. EXISTING ROOF CONDITIONS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE BASED ON THE INFORMATION OBTAINED

FROM CONSTRUCTION DOCUMENTS AND FIELD SURVEY, AND SHALL NOT BE CONSTRUED AS "AS BUILT". THE CONTRACTOR TO FIELD

SURVEY EXISTING CONDITIONS PRIOR TO THE ONSET OF CONSTRUCTION.

3. ALL DETAILS SHOWN ARE DIAGRAMMATIC IN NATURE DUE TO NUMBER AND VARYING CONDITIONS. CONTRACTOR TO VERIFY ALL

EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

4. PROTECT EXISTING CONSTRUCTION, SURFACES AND MATERIALS INDICATED TO REMAIN FROM DAMAGE OR DETERIORATION DUE TO PERFORMANCE OF WORK. PATCH AND REPAIR EXISTING MATERIALS AND SURFACES DAMAGED BY PERFORMANCE OF THE WORK.

5. ONLY AS MUCH ROOFING SHALL BE REMOVED THAT CAN BE REPLACED IN ONE WORK DAY. ROOF SHALL BE MADE WATER TIGHT AT

THE END OF EACH WORK DAY.

6. ALL EXISTING METAL FASTENERS AND COUNTER FLASHING SHALL BE REMOVED AND REPLACED. FLASHING AND COUNTER FLASHING THAT CANNOT BE REMOVED OR REINSTALLED SHALL BE REMOVED AS REQUIRED TO INSTALL NEW ROOFING AND REPLACE IN A

CONDITION COMPLIANT WITH THE ROOF WARRANTY REQUIREMENTS.

7. MAXIMUM WEIGHT OF TEMPORARY STORED ROOF CONSTRUCTION MATERIALS SHALL BE SUPPORTED OVER LARGE AREAS TO NOT

DAMAGE ROOFING.

8. IF MATERIALS ARE ENCOUNTERED THAT MAYBE HAZARDOUS OR MAY CONTAIN HAZARDOUS COMPONENTS, CEASE WORK

IMMEDIATELY, PREVENT FURTHER DISTURBANCE, SECURE THE AREA AND NOTIFY THE COR.

9. DO NOT CUT STRUCTURAL COMPONENTS UNLESS INDICATED OTHERWISE.

10. OBTAIN HOT WORK PERMIT FROM COR PRIOR TO PERFORMING ANY WORK REQUIRING OPEN FLAME.

11. COORDINATE REMOVAL OF DEMOLISHED MATERIALS WITH COR. PREVENT DUST AND DEBRIS FROM INFILTRATING OCCUPIED AREAS.

PROVIDE ENCLOSED CHUTES AND NEGATIVE AIR PRESSURE AS REQUIRED. DISPOSE OF DEMOLISHED MATERIALS IN LAWFUL

MANNER, OFF SITE.

12. COORDINATE SCHEDULE WITH COR PRIOR TO COMMENCING DEMOLITION WORK THAT MAY INTERRUPT SERVICES. SCHEDULE WORK AND PROVIDE TEMPORARY CONNECTIONS OR NEW SERVICES AS NECESSARY TO ELIMINATE DISRUPTIONS AFFECTING THE OWNER'S

OPERATIONS.

13. TEMPORARY BOILERS TO BE FULLY FUNCTIONAL AND ONLINE PRIOR TO ANY DEMOLITION WORK ON THE BOILER PLANT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

KEYPLAN

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:0

P

M

AD101

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

DEMOLITION PLAN

MAIN LEVEL

1/4" = 1'-0"E1 MAIN LEVEL DEMOLITION PLAN

DEMOLITION GENERAL NOTES KEYED NOTES

2 EXISTING FLOORING TO REMAIN

6 DEMOLISH PORTION OF EXISTING WALL; REF. DEMO ELEVATIONS FOR HEIGHT. PROVIDE TEMP.

STRUCTURAL HEADER FOR MASONRY WALL ABOVE. REF. STRUC. DWGS

7 DEMOLISH EXISTING DOOR AND FRAME IN ITS ENTIRETY; PREP AREA FOR NEW

CONSTRUCTION

9 DEMOLISH EXISTING EQUIPMENT SLAB; PREP TO RECEIVE NEW SLAB TO MATCH EXISTING

MAIN SLAB. REF. STRUCTURAL

10 DEMOLISH EXISTING ACCESS PANEL FLOOR; PREP TO RECEIVE NEW SLAB TO MATCH

EXISTING MAIN SLAB

11 DEMOLISH EXISTING CURB. PATCH AND REPAIR FLOOR AS NEEDED. PREP AREA FOR NEW

FINISHES.

12 DEMOLISH EXISTING STAIR AND RAILING IN ITS ENTIRETY; PREP AREA FOR NEW

CONSTRUCTION

25 SAWCUT EXISTING WALL FOR NEW MTL LOUVER, REFERENCE FLOOR PLANS FOR LOCATION;

PROVIDE TEMP. STRUCTURAL HEADER FOR MASONRY WALL ABOVE. REF. MECHANICAL

B.2

A

D

6.7 8 9 10

B

C

B.3

CC

BB

DD

AD105

C1

AD105

F1

C.7

B.4

B.1

A.1

4.9

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

1.2

AD106 F5

AD106C5

A.4

3'

2'

121234

1. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, & STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

2. EXISTING ROOF CONDITIONS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE BASED ON THE INFORMATION OBTAINED

FROM CONSTRUCTION DOCUMENTS AND FIELD SURVEY, AND SHALL NOT BE CONSTRUED AS "AS BUILT". THE CONTRACTOR TO FIELD

SURVEY EXISTING CONDITIONS PRIOR TO THE ONSET OF CONSTRUCTION.

3. ALL DETAILS SHOWN ARE DIAGRAMMATIC IN NATURE DUE TO NUMBER AND VARYING CONDITIONS. CONTRACTOR TO VERIFY ALL

EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

4. PROTECT EXISTING CONSTRUCTION, SURFACES AND MATERIALS INDICATED TO REMAIN FROM DAMAGE OR DETERIORATION DUE TO PERFORMANCE OF WORK. PATCH AND REPAIR EXISTING MATERIALS AND SURFACES DAMAGED BY PERFORMANCE OF THE WORK.

5. ONLY AS MUCH ROOFING SHALL BE REMOVED THAT CAN BE REPLACED IN ONE WORK DAY. ROOF SHALL BE MADE WATER TIGHT AT

THE END OF EACH WORK DAY.

6. ALL EXISTING METAL FASTENERS AND COUNTER FLASHING SHALL BE REMOVED AND REPLACED. FLASHING AND COUNTER FLASHING THAT CANNOT BE REMOVED OR REINSTALLED SHALL BE REMOVED AS REQUIRED TO INSTALL NEW ROOFING AND REPLACE IN A

CONDITION COMPLIANT WITH THE ROOF WARRANTY REQUIREMENTS.

7. MAXIMUM WEIGHT OF TEMPORARY STORED ROOF CONSTRUCTION MATERIALS SHALL BE SUPPORTED OVER LARGE AREAS TO NOT

DAMAGE ROOFING.

8. IF MATERIALS ARE ENCOUNTERED THAT MAYBE HAZARDOUS OR MAY CONTAIN HAZARDOUS COMPONENTS, CEASE WORK

IMMEDIATELY, PREVENT FURTHER DISTURBANCE, SECURE THE AREA AND NOTIFY THE COR.

9. DO NOT CUT STRUCTURAL COMPONENTS UNLESS INDICATED OTHERWISE.

10. OBTAIN HOT WORK PERMIT FROM COR PRIOR TO PERFORMING ANY WORK REQUIRING OPEN FLAME.

11. COORDINATE REMOVAL OF DEMOLISHED MATERIALS WITH COR. PREVENT DUST AND DEBRIS FROM INFILTRATING OCCUPIED AREAS.

PROVIDE ENCLOSED CHUTES AND NEGATIVE AIR PRESSURE AS REQUIRED. DISPOSE OF DEMOLISHED MATERIALS IN LAWFUL

MANNER, OFF SITE.

12. COORDINATE SCHEDULE WITH COR PRIOR TO COMMENCING DEMOLITION WORK THAT MAY INTERRUPT SERVICES. SCHEDULE WORK AND PROVIDE TEMPORARY CONNECTIONS OR NEW SERVICES AS NECESSARY TO ELIMINATE DISRUPTIONS AFFECTING THE OWNER'S

OPERATIONS.

13. TEMPORARY BOILERS TO BE FULLY FUNCTIONAL AND ONLINE PRIOR TO ANY DEMOLITION WORK ON THE BOILER PLANT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

KEYPLAN

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:0

P

M

AD102

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

DEMOLITION PLAN

BOILER LEVEL

1/4" = 1'-0"E1 BOILER LEVEL DEMOLITION PLAN

DEMOLITION GENERAL NOTES KEYED NOTES

3 DEMOLISH EXISTING WALL LOUVER IN ITS ENTIRETY; PREP AREA FOR NEW CONSTRUCTION

6 DEMOLISH PORTION OF EXISTING WALL; REF. DEMO ELEVATIONS FOR HEIGHT. PROVIDE TEMP.

STRUCTURAL HEADER FOR MASONRY WALL ABOVE. REF. STRUC. DWGS

7 DEMOLISH EXISTING DOOR AND FRAME IN ITS ENTIRETY; PREP AREA FOR NEW

CONSTRUCTION

8 DEMOLISH EXISTING WINDOW AND FRAME IN ITS ENTIRETY

9 DEMOLISH EXISTING EQUIPMENT SLAB; PREP TO RECEIVE NEW SLAB TO MATCH EXISTING

MAIN SLAB. REF. STRUCTURAL

12 DEMOLISH EXISTING STAIR AND RAILING IN ITS ENTIRETY; PREP AREA FOR NEW

CONSTRUCTION

14 DEMOLISH EXISTING STRUCTURAL PLATFORM IN ITS ENTIRETY; REF. STRUCTURAL DWGS

28 SAWCUT EXISTING WALL FOR NEW DOOR OPENING, REF. DOOR SCHEDULE FOR OPENING

SIZE, REFERENCE FLOOR PLANS FOR LOCATION; PROVIDE TEMP. STRUCTURAL HEADER FOR

MASONRY WALL ABOVE. REF. STRUC. DWGS

32 DEMOLISH EXISTING DAYTANK AND CONCRETE CONTAINMENT DIKE IN ITS ENTIRETY AND

REPAIR FLOOR AS NEEDED. PREP AREA FOR NEW FINISHES.

34 DEMOLISH EXISTING HOSE CABINET; REF. PLUMBING

DN

1. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, & STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

2. EXISTING ROOF CONDITIONS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE BASED ON THE INFORMATION OBTAINED

FROM CONSTRUCTION DOCUMENTS AND FIELD SURVEY, AND SHALL NOT BE CONSTRUED AS "AS BUILT". THE CONTRACTOR TO FIELD

SURVEY EXISTING CONDITIONS PRIOR TO THE ONSET OF CONSTRUCTION.

3. ALL DETAILS SHOWN ARE DIAGRAMMATIC IN NATURE DUE TO NUMBER AND VARYING CONDITIONS. CONTRACTOR TO VERIFY ALL

EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

4. PROTECT EXISTING CONSTRUCTION, SURFACES AND MATERIALS INDICATED TO REMAIN FROM DAMAGE OR DETERIORATION DUE TO PERFORMANCE OF WORK. PATCH AND REPAIR EXISTING MATERIALS AND SURFACES DAMAGED BY PERFORMANCE OF THE WORK.

5. ONLY AS MUCH ROOFING SHALL BE REMOVED THAT CAN BE REPLACED IN ONE WORK DAY. ROOF SHALL BE MADE WATER TIGHT AT

THE END OF EACH WORK DAY.

6. ALL EXISTING METAL FASTENERS AND COUNTER FLASHING SHALL BE REMOVED AND REPLACED. FLASHING AND COUNTER FLASHING THAT CANNOT BE REMOVED OR REINSTALLED SHALL BE REMOVED AS REQUIRED TO INSTALL NEW ROOFING AND REPLACE IN A

CONDITION COMPLIANT WITH THE ROOF WARRANTY REQUIREMENTS.

7. MAXIMUM WEIGHT OF TEMPORARY STORED ROOF CONSTRUCTION MATERIALS SHALL BE SUPPORTED OVER LARGE AREAS TO NOT

DAMAGE ROOFING.

8. IF MATERIALS ARE ENCOUNTERED THAT MAYBE HAZARDOUS OR MAY CONTAIN HAZARDOUS COMPONENTS, CEASE WORK

IMMEDIATELY, PREVENT FURTHER DISTURBANCE, SECURE THE AREA AND NOTIFY THE COR.

9. DO NOT CUT STRUCTURAL COMPONENTS UNLESS INDICATED OTHERWISE.

10. OBTAIN HOT WORK PERMIT FROM COR PRIOR TO PERFORMING ANY WORK REQUIRING OPEN FLAME.

11. COORDINATE REMOVAL OF DEMOLISHED MATERIALS WITH COR. PREVENT DUST AND DEBRIS FROM INFILTRATING OCCUPIED AREAS.

PROVIDE ENCLOSED CHUTES AND NEGATIVE AIR PRESSURE AS REQUIRED. DISPOSE OF DEMOLISHED MATERIALS IN LAWFUL

MANNER, OFF SITE.

12. COORDINATE SCHEDULE WITH COR PRIOR TO COMMENCING DEMOLITION WORK THAT MAY INTERRUPT SERVICES. SCHEDULE WORK AND PROVIDE TEMPORARY CONNECTIONS OR NEW SERVICES AS NECESSARY TO ELIMINATE DISRUPTIONS AFFECTING THE OWNER'S

OPERATIONS.

13. TEMPORARY BOILERS TO BE FULLY FUNCTIONAL AND ONLINE PRIOR TO ANY DEMOLITION WORK ON THE BOILER PLANT.

4321 5

A.2

B.2

A

D

6.7 8 9 10

B

C

B.3

CC

BB

DD

6 6 6

OFFICE

8 8 6 8 8 6 8 8 6

8 8 8 8 8 8 8 8

AD105

C1

AD105

F1

C.7

B.4

B.1

A.1

4.9

OPEN TO BELOW

OPEN TO BELOW OPEN TO BELOW

1.2

AD106 F5

AE202C6

A.4

/2

3'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

KEYPLAN

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:0

P

M

AD103

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

DEMOLITION PLAN

CATWALK LEVEL

Revisions: Date:

DEMOLITION GENERAL NOTES KEYED NOTES

5 DEMOLISH EXISTING WALL; PREP AREA FOR NEW FINISH.

6 DEMOLISH PORTION OF EXISTING WALL; REF. DEMO ELEVATIONS FOR HEIGHT. PROVIDE TEMP.

STRUCTURAL HEADER FOR MASONRY WALL ABOVE. REF. STRUC. DWGS

7 DEMOLISH EXISTING DOOR AND FRAME IN ITS ENTIRETY; PREP AREA FOR NEW

CONSTRUCTION

8 DEMOLISH EXISTING WINDOW AND FRAME IN ITS ENTIRETY

12 DEMOLISH EXISTING STAIR AND RAILING IN ITS ENTIRETY; PREP AREA FOR NEW

CONSTRUCTION

15 DEMOLISH EXISTING CATWALK PLATFORM AND RAILING IN ITS ENTIRETY

24 DEMOLISH EXISTING CONCRETE SLAB IN ITS ENTIRETY

28 SAWCUT EXISTING WALL FOR NEW DOOR OPENING, REF. DOOR SCHEDULE FOR OPENING

SIZE, REFERENCE FLOOR PLANS FOR LOCATION; PROVIDE TEMP. STRUCTURAL HEADER FOR

MASONRY WALL ABOVE. REF. STRUC. DWGS

1/4" = 1'-0"E1 MAIN CATWALK DEMOLITION PLAN

B.2

A

D

6.7 8 9 10

B

C

B.3

CC

BB

DD

20 20

C.7

B.4

B.1

A.1

4.9

21 21 21

30 30

1.2

A.4

33 33

1. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, & STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

2. EXISTING ROOF CONDITIONS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE BASED ON THE INFORMATION OBTAINED

FROM CONSTRUCTION DOCUMENTS AND FIELD SURVEY, AND SHALL NOT BE CONSTRUED AS "AS BUILT". THE CONTRACTOR TO FIELD

SURVEY EXISTING CONDITIONS PRIOR TO THE ONSET OF CONSTRUCTION.

3. ALL DETAILS SHOWN ARE DIAGRAMMATIC IN NATURE DUE TO NUMBER AND VARYING CONDITIONS. CONTRACTOR TO VERIFY ALL

EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

4. PROTECT EXISTING CONSTRUCTION, SURFACES AND MATERIALS INDICATED TO REMAIN FROM DAMAGE OR DETERIORATION DUE TO PERFORMANCE OF WORK. PATCH AND REPAIR EXISTING MATERIALS AND SURFACES DAMAGED BY PERFORMANCE OF THE WORK.

5. ONLY AS MUCH ROOFING SHALL BE REMOVED THAT CAN BE REPLACED IN ONE WORK DAY. ROOF SHALL BE MADE WATER TIGHT AT

THE END OF EACH WORK DAY.

6. ALL EXISTING METAL FASTENERS AND COUNTER FLASHING SHALL BE REMOVED AND REPLACED. FLASHING AND COUNTER FLASHING THAT CANNOT BE REMOVED OR REINSTALLED SHALL BE REMOVED AS REQUIRED TO INSTALL NEW ROOFING AND REPLACE IN A

CONDITION COMPLIANT WITH THE ROOF WARRANTY REQUIREMENTS.

7. MAXIMUM WEIGHT OF TEMPORARY STORED ROOF CONSTRUCTION MATERIALS SHALL BE SUPPORTED OVER LARGE AREAS TO NOT

DAMAGE ROOFING.

8. IF MATERIALS ARE ENCOUNTERED THAT MAYBE HAZARDOUS OR MAY CONTAIN HAZARDOUS COMPONENTS, CEASE WORK

IMMEDIATELY, PREVENT FURTHER DISTURBANCE, SECURE THE AREA AND NOTIFY THE COR.

9. DO NOT CUT STRUCTURAL COMPONENTS UNLESS INDICATED OTHERWISE.

10. OBTAIN HOT WORK PERMIT FROM COR PRIOR TO PERFORMING ANY WORK REQUIRING OPEN FLAME.

11. COORDINATE REMOVAL OF DEMOLISHED MATERIALS WITH COR. PREVENT DUST AND DEBRIS FROM INFILTRATING OCCUPIED AREAS.

PROVIDE ENCLOSED CHUTES AND NEGATIVE AIR PRESSURE AS REQUIRED. DISPOSE OF DEMOLISHED MATERIALS IN LAWFUL

MANNER, OFF SITE.

12. COORDINATE SCHEDULE WITH COR PRIOR TO COMMENCING DEMOLITION WORK THAT MAY INTERRUPT SERVICES. SCHEDULE WORK AND PROVIDE TEMPORARY CONNECTIONS OR NEW SERVICES AS NECESSARY TO ELIMINATE DISRUPTIONS AFFECTING THE OWNER'S

OPERATIONS.

13. TEMPORARY BOILERS TO BE FULLY FUNCTIONAL AND ONLINE PRIOR TO ANY DEMOLITION WORK ON THE BOILER PLANT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

NORTH

KEYPLAN

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:0

P

M

AD104

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

DEMOLITION PLAN

ROOF

1/4" = 1'-0"E1 MAIN ROOF DEMOLITION PLAN

DEMOLITION GENERAL NOTES KEYED NOTES

18 DEMOLISH EXISTING PARAPET METAL COPING; REMOVE EXISTING BLOCK AND REPLACE WITH

PT WOOD BLOCKING TO MATCH HEIGHT AND WIDTH OF EXISTING

19 DEMOLISH EXISTING MEMBRANE ROOFING TO CONCRETE DECK; PREPARE SUBSTRATE TO

RECEIVE NEW FINISH

20 DEMOLISH EXISTING ROOF DRAIN, REF. PLUMBING DWGS

21 DEMOLISH EXISTING CRICKET MEMBRANE

30 EXISTING ROOF PENETRATIONS TO BE INFILLED PRIOR TO NEW ROOF INSTALL; REF.

STRUCTURAL DWGS

31 PROVIDE NEW FLASHING FOR EXISTING PIPING; REF. MECHANICAL DWGS

33 DEMOLISH AND REPLACE EXISTING OVERFLOW DRAIN

105 EXISTING ROOF HATCH TO REMAIN

ANNEX LEVEL 1

-4' - 0"

ANNEX LEVEL 2

5' - 5 9/16"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

ANNEX ROOF

14' - 4 9/16"

4 3 2 156.7

7 6

8 88 88 8

88 8 8 8 8

17171717

UPPER LEVEL

17' - 11 1/8"

T.O. PARAPET

36' - 5"

4.9

14' - 0" 14' - 0" 14' - 0"

ANNEX PARAPET

17' - 10 1/2"

1.2

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

8 8

D9

AE502

ANNEX LEVEL 1

-4' - 0"

ANNEX LEVEL 2

5' - 5 9/16"

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

ANNEX ROOF

14' - 4 9/16"

4321 5 6.7

8 9 10

8 8

8 8

8 8

8 8

8 8

UPPER LEVEL

17' - 11 1/8"

T.O. PARAPET

36' - 5"

4.9

18 18

ANNEX PARAPET

17' - 10 1/2"

6'

23' - 8" 8' - 0"

19' - 8" 2' - 8"

6'

1.2

6'

2' - 8" 14' - 0"

33 33

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:0

P

M

AD105

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

DEMOLITION

ELEVATIONS

1/4" = 1'-0"C1 NORTH DEMOLITION ELEVATION

1/4" = 1'-0"F1 SOUTH DEMOLITION ELEVATION

DEMOLITION GENERAL NOTES

KEYED NOTES

7 DEMOLISH EXISTING DOOR AND FRAME IN ITS

ENTIRETY; PREP AREA FOR NEW CONSTRUCTION

8 DEMOLISH EXISTING WINDOW AND FRAME IN ITS

ENTIRETY

17 SAWCUT EXISTING WALL FOR OVERHEAD DOOR

OPENING, REF. DOOR SCHEDULE FOR OPENING

SIZE, REFERENCE FLOOR PLANS FOR LOCATION;

PROVIDE TEMP. STRUCTURAL HEADER FOR

MASONRY WALL ABOVE. REF. STRUC. DWGS

18 DEMOLISH EXISTING PARAPET METAL COPING;

REMOVE EXISTING BLOCK AND REPLACE WITH PT

WOOD BLOCKING TO MATCH HEIGHT AND WIDTH OF

EXISTING

28 SAWCUT EXISTING WALL FOR NEW DOOR OPENING,

REF. DOOR SCHEDULE FOR OPENING SIZE,

REFERENCE FLOOR PLANS FOR LOCATION;

PROVIDE TEMP. STRUCTURAL HEADER FOR

MASONRY WALL ABOVE. REF. STRUC. DWGS

29 SAWCUT EXISTING WALL FOR NEW OPENING;

PROVIDE TEMP. STRUCTURAL HEADER FOR

MASONRY WALL ABOVE. REF. STRUC. DWGS

33 DEMOLISH AND REPLACE EXISTING OVERFLOW

DRAIN

42 PROVIDE WEATHERPROOF INFILL PANEL AT

OPENING FOR TEMP. PIPE PENETRATIONS. REF.

PHASING PLANS

1. REFER TO OTHER CONTRACT DOCUMENTS FOR

DEMOLITION REQUIREMENTS

2. CONTRACTOR TO VERIFY EXISTING CONDITIONS IN THE

FIELD.

3. ALL DIMENSIONS AND INFORMATION IN THESE DRAWINGS

ARE BASED, IN PART, ON THAT FACT. ACTUAL

CONDITIONS MAY VARY FROM THAT SHOWN. NOTIFY THE

ARCHITECT IMMEDIATELY FOR REVIEW SHOULD ANY

DISCREPANCIES WHICH SIGNIFICANTLY AFFECT THE

DEMOLITION OR NEW CONSTRUCTION WORK OCCUR.

4. PROTECT EXISTING CONSTRUCTION, SURFACES AND

MATERIALS INDICATED TO REMAIN FROM DAMAGE OR

DETERIORATION DUE TO PERFORMANCE OF WORK.

PATCH AND REPAIR EXISTING MATERIALS AND SURFACES

DAMAGED BY PERFORMANCE OF THE WORK.

5. IF MATERIALS ARE ENCOUNTERED THAT MAYBE

HAZARDOUS OR MAY CONTAIN HAZARDOUS

COMPONENTS, CEASE WORK IMMEDIATELY, PREVENT

FURTHER DISTURBANCE, SECURE THE AREA AND NOTIFY

THE COR.

6. DO NOT CUT STRUCTURAL COMPONENTS UNLESS

INDICATED OTHERWISE.

7. COORDINATE REMOVAL OF DEMOLISHED MATERIALS

WITH COR. PREVENT DUST AND DEBRIS FROM

INFILTRATING OCCUPIED AREAS. PROVIDE ENCLOSED

CHUTES AND NEGATIVE AIR PRESSURE AS REQUIRED.

DISPOSE OF DEMOLISHED MATERIALS IN LAWFUL

MANNER, OFF SITE.

8. MATERIALS AND COMPONENTS TO BE SALVAGED ARE

INDICATED. REMOVE SALVAGE ITEMS AS COMPLETE

UNITS TO THE EXTENT POSSIBLE AND PROTECT FROM

FURTHER DAMAGE. CLEAN COMPONENTS OF DUST AND

DIRT. STORE ON SITE AS DIRECTED BY COR.

9. COORDINATE SCHEDULE WITH COR PRIOR TO

COMMENCING DEMOLITION WORK THAT MAY INTERRUPT

SERVICES. SCHEDULE WORK AND PROVIDE TEMPORARY

CONNECTIONS OR NEW SERVICES AS NECESSARY TO

ELIMINATE DISRUPTIONS AFFECTING THE OWNER'S

OPERATIONS.

10. REFER TO AE003 PHASING PLANS FOR TEMP. BOILER PIPE

CONNECTION THROUGH EXISTING WINDOW OPENING.

REF. MECHANICAL.

ANNEX LEVEL 2

5' - 5 9/16"

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

ANNEX ROOF

14' - 4 9/16"

AD BC B.3CC BBDD

T.O. PARAPET

36' - 5"

C.7 B.4 B.1 A.1

ANNEX PARAPET

17' - 10 1/2"

18 18

3 3

7'

4'

4'

2'

3' - 10" 2' - 6"

4' - 0" 3' - 4"

A.4

15' - 2 1/2" 3' - 4"

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

A DB CB.3BB

T.O. PARAPET

36' - 5"

C.7B.4B.1A.1

7'

3' - 10" 14' - 7 7/8"

A.4

1' - 6" 10' - 9 1/8" 1' - 6" 16' - 2 3/4"

1'

8'

/8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:0

:0

P

M

AD106

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

DEMOLITION

ELEVATIONS

DEMOLITION GENERAL NOTES

KEYED NOTES

3 DEMOLISH EXISTING WALL LOUVER IN ITS

ENTIRETY; PREP AREA FOR NEW CONSTRUCTION

7 DEMOLISH EXISTING DOOR AND FRAME IN ITS

ENTIRETY; PREP AREA FOR NEW CONSTRUCTION

18 DEMOLISH EXISTING PARAPET METAL COPING;

REMOVE EXISTING BLOCK AND REPLACE WITH PT

WOOD BLOCKING TO MATCH HEIGHT AND WIDTH OF

EXISTING

28 SAWCUT EXISTING WALL FOR NEW DOOR OPENING,

REF. DOOR SCHEDULE FOR OPENING SIZE,

REFERENCE FLOOR PLANS FOR LOCATION;

PROVIDE TEMP. STRUCTURAL HEADER FOR

MASONRY WALL ABOVE. REF. STRUC. DWGS

29 SAWCUT EXISTING WALL FOR NEW OPENING;

PROVIDE TEMP. STRUCTURAL HEADER FOR

MASONRY WALL ABOVE. REF. STRUC. DWGS

1. REFER TO OTHER CONTRACT DOCUMENTS FOR

DEMOLITION REQUIREMENTS

2. CONTRACTOR TO VERIFY EXISTING CONDITIONS IN THE

FIELD.

3. ALL DIMENSIONS AND INFORMATION IN THESE

DRAWINGS ARE BASED, IN PART, ON THAT FACT.

ACTUAL CONDITIONS MAY VARY FROM THAT SHOWN.

NOTIFY THE ARCHITECT IMMEDIATELY FOR REVIEW

SHOULD ANY DISCREPANCIES WHICH SIGNIFICANTLY

AFFECT THE DEMOLITION OR NEW CONSTRUCTION

WORK OCCUR.

4. PROTECT EXISTING CONSTRUCTION, SURFACES AND

MATERIALS INDICATED TO REMAIN FROM DAMAGE OR

DETERIORATION DUE TO PERFORMANCE OF WORK.

PATCH AND REPAIR EXISTING MATERIALS AND

SURFACES DAMAGED BY PERFORMANCE OF THE WORK.

5. IF MATERIALS ARE ENCOUNTERED THAT MAYBE

HAZARDOUS OR MAY CONTAIN HAZARDOUS

COMPONENTS, CEASE WORK IMMEDIATELY, PREVENT

FURTHER DISTURBANCE, SECURE THE AREA AND

NOTIFY THE COR.

6. DO NOT CUT STRUCTURAL COMPONENTS UNLESS

INDICATED OTHERWISE.

7. COORDINATE REMOVAL OF DEMOLISHED MATERIALS

WITH COR. PREVENT DUST AND DEBRIS FROM

INFILTRATING OCCUPIED AREAS. PROVIDE ENCLOSED

CHUTES AND NEGATIVE AIR PRESSURE AS REQUIRED.

DISPOSE OF DEMOLISHED MATERIALS IN LAWFUL

MANNER, OFF SITE.

8. MATERIALS AND COMPONENTS TO BE SALVAGED ARE

INDICATED. REMOVE SALVAGE ITEMS AS COMPLETE

UNITS TO THE EXTENT POSSIBLE AND PROTECT FROM

FURTHER DAMAGE. CLEAN COMPONENTS OF DUST AND

DIRT. STORE ON SITE AS DIRECTED BY COR.

9. COORDINATE SCHEDULE WITH COR PRIOR TO

COMMENCING DEMOLITION WORK THAT MAY INTERRUPT

SERVICES. SCHEDULE WORK AND PROVIDE TEMPORARY

CONNECTIONS OR NEW SERVICES AS NECESSARY TO

ELIMINATE DISRUPTIONS AFFECTING THE OWNER'S

OPERATIONS.

1/4" = 1'-0"C5 EAST DEMOLITION ELEVATION

1/4" = 1'-0"F5 WEST DEMOLITION ELEVATION

BUILDING 10

BOILER PLANT

APPROX. LOCATION

BUILDING 11

9 41

1. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, & STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

2. ALL DETAILS SHOWN ARE DIAGRAMMATIC IN NATURE DUE TO NUMBER AND VARYING CONDITIONS. CONTRACTOR TO VERIFY ALL

EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

3. PROTECT EXISTING CONSTRUCTION, SURFACES AND MATERIALS INDICATED TO REMAIN FROM DAMAGE OR DETERIORATION DUE TO

PERFORMANCE OF WORK. PATCH AND REPAIR EXISTING MATERIALS AND SURFACES DAMAGED BY PERFORMANCE OF THE WORK.

4. CONTRACTOR SHALL FOLLOW OSHA 1926 AND 19W STANDARDS FOR WORK ASSOCIATED WITH THIS PROJECT.

5. IF MATERIALS ARE ENCOUNTERED THAT MAYBE HAZARDOUS OR MAY CONTAIN HAZARDOUS COMPONENTS, CEASE WORK

IMMEDIATELY, PREVENT FURTHER DISTURBANCE, SECURE…