PROJECT

LOCATION

Weston & Sampson Architects, Inc.

100 Foxborough Boulevard, Suite 250

Foxborough, MA 02035

978.532.1900 800.SAMPSON

www.westonandsampson.com

Issue Date:

Issued For:

Location Map

READING, MA | BOSTON, MA | FOXBOROUGH, MA | WORCESTER, MA | WOBURN, MA | CATAUMET, MA | CHATHAM, MA | SOUTH YARMOUTH, MA | PORTSMOUTH, NH | MANCHESTER, NH | WATERBURY, VT | ROCKY HILL, CT | ALBANY, NY | MOUNT KISCO, NY | PHILADELPHIA, PA | TOWSON, MD | CARY, NC | CHARLESTON, SC | COLUMBIA, SC | GREENVILLE, SC | FORT MYERS, FL

C R ev itP ro je ct s2 4\ R I D O H S ec ur ity R en ov at io ns A rc h_ V2 4_ M ow at t.K ev in .rv t

6/ /2 :2 5:

A M

JUNE 26, 2026

LOBBY SECURITY UPGRADES

3 CAPITOL HILL

PROVIDENCE, RI

STATE OF RHODE ISLAND DEPARTMENT OF HEALTH

Good Harbor Techmark, LLC 17 Accord Park Drive, Suite 201

Norwell, MA 02061

(781) 871-6555

BID SET

DRAWING LIST

GENERAL

G000 TITLE SHEET

G101 CODE SUMMARY

ARCHITECTURAL DEMOLITION

AD101 DEMOLITION FLOOR PLANS

ARCHITECTURAL

A011 ABBREVIATIONS, SYMBOLS, LEGEND & GENERAL NOTES

A101 FLOOR & REFLECTED CEILING PLANS

A201 OVERALL ELEVATIONS & DOOR DETAILS

ELECTRICAL

E001 ELECTRICAL TITLE SHEET

E201 POWER PLANS

PROJECT

LOCATION

Weston & Sampson Architects, Inc.

10 Charles Street, 2nd Floor

Providence, RI 02904

401.209.1388 800.SAMPSON

CORRIDOR

B BUISNESS -

LEVEL 2 ALTERATIONS

WORK AREA - 550 SF

A

B

C

D

F

E

1 2 3 4 5 6

ELEC &

TEL/DATA

ELEC

A

B

C

D

F

E

1 2 3 4 5 6

497 SF

SECURITY

VESTIBULE

4P150SF/P

TRAVEL DISTANCE UNCHANGED

68.5

1.

2.

NUMBERED NOTES:

EXISTING BUILDING OCCUPANCY

HAS NOT BEEN CONFIRMED.

EXISTING DOOR MAXIMUM EGRESS

CAPACITY NOTED BASED ON 67"

BETWEEN DOOR PANELS WHEN

OPEN 90°.

NEW DOOR SHALL NOT REDUCE THE

EXISTING EGRESS WIDTH.

CONTRACTOR TO VERY EXISTING

DOOR CLEAR EGRESS WIDTH.

USE GROUP "B", BUSINESS: BUSINESS GROUP B OCCUPANCY INCLUDES, AMONG

OTHERS,

THE USE OF A BUILDING OR STRUCTURE, OR A PORTION THEREOF, FOR OFFICE,

PROFESSIONAL OR SERVICE-TYPE TRANSACTIONS, INCLUDING STORAGE OF RECORDS

AND ACCOUNTS.

THE BUILDING IS STEEL-FRAMED WITH CONCRETE SLAB FLOORS.

GENERAL BUILDING INFORMATION:

ALL AREAS ARE SHOWN IN GROSS SQUARE FEET (GSF).

WORK AREA IS ~843 SF, LESS THAN 50% OF THE BUILDING AND FLOOR PLATE SF.

APPLICABLE CODES AND STANDARDS:

RHODE ISLAND STATE BUILDING CODE & APPROPRIATE AMENDMENTS:

STATE AMENDMENT INCOPORTED WITHIN BASE CODE (LISTED BELOW)

2021 INTERNTIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

NATIONAL ELECTRICAL CODE (NEC) (NFPA 70, 2023)

2017 RHODE ISLAND ACCESSBILITY CODE

A117.1 2017

ADA 2010 ADA STADARDS

2021 RHODE ISLAND COMPREHENSIVE FIRE CODE

NFPA 1 FIRE CODE, 2021 EDITION

2021 RHODE ISLAND LIFE SAFETY CODE

NFPA 101 FIRE CODE, 2021 EDITION

IEBC 2021 EXCERPTS OF WORK PERTAINING TO THIS PROJECT

CHAPTER 6 - CLASSIFICATION OF WORK

SECTION 603 ALTERATION - LEVEL 2

603.1 SCOPE. LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE

ADDITION OF ANY DOOR OR WINDOW, THE EXTENSION OF ANY SYSTEM , OR INSTALLATION

OF ANY ADDITIONAL EQUIPMENT.

603.2 APPLICATION. LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF

CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 8.

CHAPTER 7 - ALTERATIONS - LEVEL 1

SECTION 701 GENERAL

701.1 SCOPE. LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION 602 SHALL COMPLY WITH

THE REQUIREDMENTES OF THE CHAPTER.

CHAPTER 8 - ALTERATIONS - LEVEL 2

SECTION 801 GENERAL

801.1 SCOPE. LEVEL 2 ALTERATIONS AS DESCRIBED IN SECTION 603 SHALL COMPLY WITH

THE REQUIREDMENTES OF THE CHAPTER.

CODE SUMMARY:

THE THE PROJECT INVOLVES MODIFYING THE EXISTING MAIN ENTRANCE AND LOBBY

AREAS TO ESTABLISH A SECURE SEPARATION BETWEEN THE PUBLIC VISITOR LOBBY

AND THE ELEVATOR LOBBY. THE WORK INCLUDES THE INSTALLATION OF A NEW

SECURE DOOR ASSEMBLY AND INTEGRATION OF SECURITY SCREENING EQUIPMENT,

INCLUDING A BAGGAGE SCANNER AND MAGNETOMETER. LOCATED AT 3 CAPITAL HILL

ST, PROVIDENCE, RI.

XX

XX

ROOM NAME

3P50SF/P

EXIT CAPACITY

ACTUAL EGRESS WIDTH IN INCHES

MAXIMUM ALLOWABLE EGRESS

CAPACITY OF DOOR OR STAIR

ROOM NUMBER

MAXIMUM NUMBER OF ALLOWABLE OCCUPANTS

OCCUPANCY LOAD FACTOR

AREA IN NET SQUARE FEET (GROSS SQUARE FEET)

115'

PATH OF MAXIMUM TRAVEL DISTANCE TO EXIT

DIRECTION OF TRAVEL TO EXIT

NO FIRE SEPARATION IS REQUIRED IN PROPOSED WORK

CODE PLAN LEGEND

T

NORTH

P

NS

Weston & Sampson Architects, Inc.

10 Charles Street, 2nd Floor

Providence, RI 02904

401.209.1388 800.SAMPSON

www.westonandsampson.com

Drawn By:

Sheet Number:

Drawing Title:

Project:

Date:

Consultants:

Revisions:

W&S Project No.:

Approved By:

Reviewed By:

Scale:

Issued For:

Seal:

Key Plan:

C

R ev itP ro je ct s2

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As indicated

G101

JUNE 26, 2026

KJM

BMcC

26-0410

CODE SUMMARY

3 CAPITOL HILL

PROVIDENCE, RI

STATE OF RHODE ISLAND

DEPARTMENT OF HEALTH

BMcC

Good Harbor Techmark, LLC 17 Accord Park Drive, Suite 201

Norwell, MA 02061

(781) 871-6555

BID SET

LOBBY SECURITY UPGRADES

0' 8' 16' 32'

SCALE: 1/16" = 1'-0"

1/16" = 1'-0"2 FIRST FLOOR - WORK AREA PLAN

1/16" = 1'-0"1 FIRST FLOOR - CODE PLAN

No. Date Description

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BE FULLY AWARE OF EXISTING CONDITIONS

PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING ITEMS OF WORK

SCHEDULED TO REMAIN OR SALVAGED FOR REUSE.

ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL

REGULATIONS. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DEMOLITION PERMITS.

THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR

AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS.

COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER FOR SHUTDOWN PERIODS AND

SEQUENCE OF WORK. ARRANGE WITH OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE

SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS. PROVIDE TEMPORARY DUST

PARTITIONS, BARRICADES AND PROTECTIVE ENCLOSURES REQUIRED TO PROPERLY SECURE,

ISOLATE AND WEATHERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS TO

REMAIN. THE CONTRACTOR SHALL PERFORM THE WORK OF THIS CONTRACT IN A MANNER THAT

CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION OF THE BUILDING AND SITE FOR

THEIR INTENDED PURPOSE.

REMOVE ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL REGULATIONS.

IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN DEMOLITION WORK.

PLUMBING, ELECTRICAL AND OTHER WORK RELATED TO A WALL, OR AREA SCHEDULED FOR

DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT.

THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACT

DOCUMENTS.

CONTRACTOR TO PATCH/REPAIR/REFINISH, AS REQUIRED, ALL SURFACES EXPOSED BY

DEMOLITION WORK WITH MATERIALS AND METHODS TO MATCH FINISH AND MAKE FLUSH WITH

EXISTING ADJACENT SURFACES. WORK SHALL INCLUDE ALL LABOR AND MATERIALS ON ALL

SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE TO RECEIVE NEW FINISHES

SPECIFIED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS.

TERMINATE, CAP, AND REMOVE ALL ABANDONED ELECTRICAL, PLUMBING, MECHANICAL AND FIRE

PROTECTION ITEMS BACK TO ITS SOURCE. REFER TO MEP DRAWINGS FOR ADDITIONAL

INFORMATION.

WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR

INSTALLATION OF NEW FINISHES, REMOVE ALL PROJECTIONS AND VOIDS AND SECURE OR

REMOVE AND REPLACE ANY EXISTING LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE

MATERIAL.

REFER TO VARIOUS DISCIPLINE DEMOLITION PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION. ALL ITEMS DAMAGED

DURING DEMOLITION ARE TO BE REPLACED AT NO EXPENSE TO THE OWNER.

CONTRACTOR IS RESPONSIBLE FOR MEANS & METHODS IN A SAFE MANNER FOR ALL DEMOLITION

WORK.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL

CONSTRUCTION MEANS AND METHODS. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR

SHALL WALK THE SITE WITH THE ARCHITECT TO GAIN A THOROUGH UNDERSTANDING OF THE

PROJECT, INCLUDING ANY SPECIAL CONDITIONS AND CONSTRAINTS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CONDITIONS IN THE FIELD AND REPORT

DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO THE OWNER OR OWNER'S

REPRESENTATION IMMEDIATELY.

ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS

ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS

BEFORE COMMENCING DEMOLITION. CONTRACTOR SHALL PERFORM HAZARDOUS BUILDING

MATERIALS ABATEMENT AS REQUIRED BY THE SPECIFICATIONS PRIOR TO THE START OF ANY

DEMOLITION.

CONTRACTOR SHALL SUPPLY AND MAINTAIN FOR THE DURATION OF DEMOLITION ALL NECESSARY

DEVICES FOR DUST CONTROL, ETC.

GENERAL DEMOLITION NOTES:

REMOVE WALK-OFF MAT. COORDINATE TRUNCATION WITH A101 PROPOSED PLANS.

SPECIFIC DEMOLITION NOTES:

APPROXIMATE OUTLINE OF STRUCTURE / BUILDING

TO BE DEMOLISHED

- CONTRACTOR TO V.I.F. EXACT DIMENSIONS IN FIELD

PROTECT EXSITING CONSTRUCTION AND SYSTEMS WHERE NOTE NOTED FOR REMOVAL.

WALL, FLOOR AND CEILING FINISHES TO REMAIN, EXCEPT SELECTIVE LOCATIONS WHERE

REMOVAL IS REQUIRED FOR INSTLLATION OF NEW WORK.

F

APPROXIMATE LOCATION AND EXTENTS

OF PHOTOGRAPH

GENERAL NOTES:

PLAN LEGEND:

SELECTIVE DEMOLITION OF CEILING FINISH FOR STOREFRONT INSTALLATION. NO

DEMOLITION AT WALL; CONTRACTOR SHALL COORDINATE STOREFRONT

INSTALLATION METHOD AT WALLS TO LIMIT PENTRATIONS AT WALL.

VIF

9'-2 1/8"

VIF

37'-5 1/4"

VI

F

'-1

1"

C

D

1 2 3

V.I.F. EXTENT OF DEMO.

A

T

NORTH

P

NS

Weston & Sampson Architects, Inc.

10 Charles Street, 2nd Floor

Providence, RI 02904

401.209.1388 800.SAMPSON

www.westonandsampson.com

Drawn By:

Sheet Number:

Drawing Title:

Project:

Date:

Consultants:

Revisions:

W&S Project No.:

Approved By:

Reviewed By:

Scale:

Issued For:

Seal:

Key Plan:

C

R ev itP ro je ct s2

4\ R

I D O

H S ec ur ity R en ov at io ns A rc h_

V2 4_

M ow at t.K ev in

.rv t

6/

/2

:1 9:

A

M

As indicated

AD101

JUNE 26, 2026

KJM

BMcC

26-0410

DEMOLITION FLOOR

PLANS

3 CAPITOL HILL

PROVIDENCE, RI

STATE OF RHODE ISLAND

DEPARTMENT OF HEALTH

BMcC

Good Harbor Techmark, LLC 17 Accord Park Drive, Suite 201

Norwell, MA 02061

(781) 871-6555

BID SET

LOBBY SECURITY UPGRADES

1/4" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN

0' 4' 8' 16'

SCALE: 1/8" = 1'-0"

1/4" = 1'-0"A LOBBY PHOTO A No. Date Description

ABBREVIATIONS:

BATT INSULATION /

SOUND ATTENUATION

BLANKET

RIGID/SEMI-RIGID

INSULATION

WOOD STUDS/FRAMING

(DIMENSIONAL LUMBER)

WOOD BLOCKING

FINISH WOOD

PLYWOOD/MDO

PARTICLE BOARD / MDF

CONCRETE

X

AX.XX

X

AX.XX

INTERIOR ELEVATION

DETAIL

BUILDING SECTION

X

AX.XX

CONCRETE MASONRY

UNIT

PVC

ALUMINUM

X

AX.XX

STEEL

SAND / P.C. CONCRETE

EARTH

GRAVEL

EXTERIOR ELEVATION

A1.01

1 1

SYMBOLS:

X

AX.XX WALL SECTION

X

X REVISION MARKER

ALIGN SURFACES

ELEVATION or

WORK POINT (WP)

CONTROL JOINT

CHANGE IN

ELEVATION

-X CHANGE IN

PLANE

SPECIFIC CONSTRUCTION

NOTE

SPECIFIC DEMOLITION

NOTE

WINDOW TYPE

DOOR TYPE

or VISION PANEL (VP)

EXTERIOR WALL

ASSEMBLY

1 COLUMN GRID

X

XX

X

X

ADMINISTRATION

X ROOF TYPE

ROOM TAG

DRAWING TITLE

A

MATCHLINE

ALIGN

LEADER

DIMENSION

3' - 0"�

1 View Name 1/8" = 1'-0"

PARTITION TYPEX

1 EXISTING

COLUMN GRID

A

(ORIGINAL TAG REFERENCE

LOCATED NEXT TO SCALE)

1/A201

C J C J

SPRAY FOAM

INSULATED METAL

PANEL

BRICK

FIBER CEMENT

MORTAR

GROUT

TERRA COTTA

LEGEND:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

COORDINATE THE ARCHITECTURAL DRAWINGS WITH ELECTRICAL AND

SECURITY DRAWINGS FOR THE VERIFICATION OF ALL PROJECT

REQUIREMENTS.

ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE WALL SUBSTRATE.

DO NOT SCALE DRAWINGS. REFER TO ENLARGED PLANS AND DETAILS

FOR FURTHER DIMENSIONING INFORMATION. ALL WORK LINES AND

LEVELS SHALL BE LAID OUT BY WRITTEN DIMENSIONS. ANY DEVIATIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER. ALL

DEVIATIONS AND DISCREPANCIES SHALL BE CORRECTED BY THE

CONTRACTOR BEFORE HE BEGINS HIS PORTION OF THE WORK.

CONTRACTOR(S) TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS

OF THE WORK AND BE RESPONSIBLE FOR COORDINATION OF THE SAME.

THE CONTRACTOR SHALL NOTIFY THE DESIGNER REGARDING ANY

DISCREPANCIES.

THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS, SAMPLES,

CATALOG CUTS ETC., INCLUDING COLOR CHARTS FOR PAINTS, FOR ALL

INTERIOR FINISHES, TO THE DESIGNER FOR SELECTION, REVIEW AND

APPROVAL WITH THE OWNER PRIOR TO FABRICATION OR INSTALLATION.

THE COLORS MUST BE SUBMITTED IN A TIMELY MANNER AND TOGETHER

FOR REVIEW AND COLOR BOARDS. FAILURE TO DO SO IN A TIMELY

MANNER WILL FALL ON THE CONTRACTOR'S RESPONSIBILITY AND NOT

ON THE OWNER. REFER TO EACH INDIVIDUAL SPECIFICATIONS FOR SIZE,

QUANTITY AND TYPE OF COLOR SELECTION.

PERFORM ALL WORK IN ACCORDANCE WITH THE STATE BUILDING CODE,

AS WELL AS LOCAL CODES AND ORDINANCES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS,

BACKCHARGES AND FEES AS REQUIRED BY THE TOWN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL AND

LEGAL DISPOSAL OF ALL DEBRIS OFF SITE.

THE CONTRACTOR SHALL SEAL ALL THROUGH-WALL & FLOOR

PENETRATIONS WITH 3M BARRIER CAULK (O.A.E.) AND SEALANT ON USG

SAFING 2500 PSI GROUT. U.N.O. INSTALL ANY REQUIRED FIRE RATED

PARTITIONS TO UNDERSIDE OF FLOOR AND ROOF DECK, INCLUDING

DEFLECTION HEAD FIRE SAFING.

INSTALL A CONTINUOUS SEALANT BEAD ON BACKER ROD AT ALL

JUNCTURES OF DISSIMILAR MATERIALS (E.G.: METAL TO CMU, STEEL TO

ALUMINUM) AND ALL MATERIAL JOINTS AS REQUIRED BY THE

MANUFACTURER'S SPECIFICATION AND RECOMMENDATIONS, INDUSTRY

STANDARDS AND GOOD PRACTICE.

PROVIDE CONTINUOUS GALVANIZED METAL EDGE TRIM AT ALL GWB

WORK.

ALL MATERIAL SURFACE COLOR AND TEXTURES SHALL BE SELECTED BY

THE DESIGNER FROM THE MANUFACTURES STANDARD & PREMIUM

FINISH / COLOR SELECTIONS.

DETAILS AND NOTES SHOWN ON THE ARCHITECTURAL DRAWINGS SHALL

BE APPLICABLE TO ALL PARTS OF THE ARCHITECTURAL WORK EXCEPT

WHERE SPECIFICALLY REQUIRED OTHERWISE BY THE CONTRACT

DOCUMENTS. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR

TO THOSE SHOWN FOR LIKE CONDITIONS AS DETERMINED BY THE

DESIGNER.

PROVIDE ALL ACCESSIBLE FIXTURES, CONTROLS & ACCESSORIES, AND

APPROPRIATE CLEARANCES, AS REQUIRED FOR COMPLIANCE W/ STATE

BUILDING CODE W/ ALL AMENDMENTS, TYP.

ALL NOTES AND DIMENSIONS DESIGNATED "TYPICAL" APPLY TO ALL LIKE

OR SIMILAR CONDITIONS THROUGHOUT THE PROJECT.

GENERAL NOTES:

Weston & Sampson Architects, Inc.

10 Charles Street, 2nd Floor

Providence, RI 02904

401.209.1388 800.SAMPSON

www.westonandsampson.com

Drawn By:

Sheet Number:

Drawing Title:

Project:

Date:

Consultants:

Revisions:

W&S Project No.:

Approved By:

Reviewed By:

Scale:

Issued For:

Seal:

Key Plan:

C

R ev itP ro je ct s2

4\ R

I D O

H S ec ur ity R en ov at io ns A rc h_

V2 4_

M ow at t.K ev in

.rv t

6/

/2

:1 9:

A

M

As indicated

A011

JUNE 26, 2026

KJM

BMcC

26-0410

ABBREVIATIONS,

SYMBOLS, LEGEND &

GENERAL NOTES

3 CAPITOL HILL

PROVIDENCE, RI

STATE OF RHODE ISLAND

DEPARTMENT OF HEALTH

BMcC

Good Harbor Techmark, LLC 17 Accord Park Drive, Suite 201

Norwell, MA 02061

(781) 871-6555

BID SET

LOBBY SECURITY UPGRADES

A/C AIR CONDITION

AC ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANC BLT ANCHOR BOLT

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ARGB ABUSE RESISTANT GYPSUM BOARD

ASPH ASPHALT

AVB AIR VAPOR BARRIER

BC BASE CABINET

BD BOARD

BF BRACE FRAME

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOTT BOTTOM

BPL BEARING PLATE

BRG BEARING

BRK BRICK

BS BRICK SHELF

BSMT BASEMENT

BVL BEVELED

CAB CABINET

CB CEMENT BOARD / CATCH BASIN

CDM CAVITY DRAINAGE MATERIAL

CF CUBIC FEET

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CH CEILING HEIGHT

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE / COLUMN LINE

CL CLOSET / CHAIN LINK

CLG CEILING

CLOS CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CASED OPENING

COL COLUMN

COMP COMPOSITION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTC CONTRACTOR

CONV CONVECTOR

COORD COORDINATE

CORR CORRIDOR

CPET COMMON PATH OF EGRESS TRAVEL

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CW COLD WATER

CWT CERAMIC WALL TILE

CY CUBIC YARD

D DRYER

D-PART DEMOUNTABLE PARTITION

DBL DOUBLE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DI DRAIN INLET

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DL DRAIN LEADER

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATED FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EOC EDGE OF CONCRETE

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ER EXISTING TO REMAIN

ES EXPOSED STRUCTURE

EW EACH WAY

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAK FIRST AID KIT

FB FIRE BLANKET

FC FILE CABINET

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FG FIBERGLASS

FIN FINISH

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOUND FOUNDATION

FP FIREPROOF(ING)

FR FIRE RETARDANT

FRP FIBERGLASS REINFORCED WALL

PANEL

FRTW FIRE RETARDANT TREATED WOOD

FSB FILED SUB BID

FT FEET

FTG FOOTING

FUR FURRING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDRL GUARD RAIL

GL GLASS

GLAZ GLAZED BLOCK

GLB GLASS BLOCK

GN GOOSENECK

GRT GROUT

GWB GYPSUM WALL BOARD

HB HOSE BIB

HC HANDICAP

HD HEAVY DUTY

HDWR HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTILATING, & AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN INCH

INCL INCLUDED

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

IRGWB IMPACT-RESISTANT GWB

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCK-DOWN

KIP 1,000 LBS

KO KNOCKOUT

KPLT KICKPLATE

L LENGTH

LAM LAMINATE

LAV LAVATORY

LBL LABEL

LC LEAD COATED

LCC LEAD COATED COPPER

LGMF LIGHT-GAUGE METAL FRAMING

LIN LINOLEUM

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LSC LIFE SAFETY CODE

LT LIGHT

M METER

MANUF MANUFACTURER

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MOSITURE BARRIER

MBL MARBLE

MBM METAL BUILDING MANUFACTURER

MBR MEMBER

MC MEDICINE CABINET

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

ML MATCH LINE

MLDG MOULDING

MO MASONRY OPENING

MOD MODULAR

MR MOISTURE RESISTANT

MRGB MOISTURE RESISTANT GYPSUM

BOARD

MS METAL STUD

MTD MOUNTED

MTL METAL

MTP METAL TOILET PARTITION

N/A NOT APPLICABLE

NAT NATURAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NUM NUMBER

NW NEW

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

OPPHAND OPPOSITE HAND

OSB ORIENTED STRAND BOARD

OTS OPEN TO STRUCTURE

OW OPERABLE WALL

OZ OUNCE

PART BD PARTICLE BOARD

PAV PAVING

PCP PRECAST CONCRETE PLANK

PERIM PERIMETER

PL PROPERTY LINE / PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLY PLYWOOD

PMJF PRE-MOLDED JOINT FILLER

PNT PAINT

PR PAIR

PREFIN PREFINISHED

PRFB POURED RESIN FLOOR BASE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

R RISER

R & D REMOVE & DISPOSE

R & R REMOVE AND REPLACE

R & S REMOVE AND SALVAGE

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REFURB REFURBISH

REINF REINFORCEMENT

RELOC RELOCATED

REM REMOTE

REQ'D REQUIRED

RES RESILIENT

REV REVISION

RFG ROOFING

RFI RIGID FOAM INSULATION

RFS RESINOUS FLOOR SYSTEM

RH RIGHT HAND

RL ROOF LADDER

RM RUBBER MAT

RM ROOM

RO ROUGH OPENING

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

S SEALANT

S.L. STRUCTURAL LINE

SACI SPRAY-APPLIED CELLULOSE

INSULATION

SACP SECURITY ALARM CONTROL PANEL

SAFI SPRAY-APPLIED FOAM INSULATION

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCW SOLID CORE WOOD

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SH SINGLE HUNG

SHR SHOWER

SIM SIMILAR

SND SANITARY NAPKIN DISPENSER

SNV SANITARY NAPIKIN VENDOR

SOLSUR SOLID SURFACE (COUNTER)

SPC SPECIAL

SPEC SPECIFICATION

SQ SQUARE

SR SHEET RUBBER

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE or STRUCTURAL SUSP SUSPENDED or SUSPENSION

SV SHEET VINYL

SYS SYSTEM(S)

T & B TOP AND BOTTOM

T & G TONGUE AND GROOVE

TB TRASH BARREL

TBA TO BE ABANDONED

TBB TILE BACKER BOARD

TBD TO BE DETERMINED

TBOC TOP BACK OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

THRESH THRESHOLD

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOL TOP OF LANDING

TOP TOP OF PLATE

TOS TOP OF STEEL

TOW TOP OF WALL

TP TRANSLUCENT PANEL

TR TREAD

TS TUBULAR STEEL

TTD TOILET TISSUE DISPENSER

TW TO WEATHER

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UND UNDERSIDE (OF DECK)

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UV UNIT VENTILATOR

VB VINYL BASE / VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VPD VENEER PLASTER BASE

VS VENT STACK

VT VINYL TREAD

VTS VINYL TRANSITION STRIP

VWB VINYL WALL BASE

VWC VINYL WALL COVERING

W WASHER

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WALL CABINET

WD WOOD

WDC WATERPROOFING, DAMPPROOFING,

& CAULKING CONTRACTOR

WF WIRE FABRIC

WG WIRE GLASS

WH WALL HUNG

WIN WINDOW

WP WATER PROTECTION

WP'G WATERPROOF(ING)

WR WATER RESISTANT

WS WATER STOP

WT WEIGHT

WWF WELDED WIRE FABRIC

SD SD

F

SD

SD

FLOOR PLAN GENERAL NOTES:

1.

2.

EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE ELEC AND SECURITY DOCUMENTS

FOR MORE INFORMATION.

ALL INTERIOR DIMENSIONS ARE TAKEN FROM FINISH FACE OF WALL SURFACE

UNLESS SPECIFICALLY NOTED OTHERWISE.

A201

A2014

V.I.F.

37'-5 1/4" EXISTING

- 1

7'-

" E

XI

ST

IN

G, V

.I.F

C

D

1 2 3

TO EXISTING WALL REVEAL, V.I.F.

9'-8 1/2"

EXISTING WALK-OFF AREA

CARPET TO REMAIN

3'- 8"

SECURITY

VESTIBULE

ELEC &

TEL/DATA

ELEC

REFER TO ELEC DWGS FOR

SCOPE OF WORK AT EXISTIN PANELS

REFER TO ELEC DWGS FOR

SCOPE OF WORK AT EXISTIN PANELS

NEW ALUMINUN STOREFRONT

AND GLAZED DOUBLE DOOR ASSEMBLY

B: BAG SCREEN EQUIPMENT

C: OUTBOUND ROLLER

POWER & DATA. USE EXISTING CONDUIT

PATHWAY FOR POWER; TRUNCATE

EXISTING CONDUIT TO DIMENSION SHOWN.

REFER TO ELEC DWGS

PROVIDE NEW POWER RECEPTACLES.

SURFACE MOUNT CONDUIT FROM J-BOX UP

TO CEILING. PROVIDE FLOOR CABLE COVER

FOR PLUG CABLES. REFER TO ELEC DWGS.

RECEPTION DESK & TASK CHAIR, CFCI

NEW WALK-OFF AREA CARPET.

CENTER IN SPACE.

2'-0" 3'-6"

CARD READER, REF

SECURITY DWGS

5'-6" MIN.

6'-1 1/4" +/- 2'-6" 4'-0"

6'- 0"

ALIGN

A: METAL DETECTOR

REFER TO SECURITY DWGS FOR:

A

B C

SIGNAGE STANCHIONS,

BY OWNER

9'-6"

EXISTING STOREFRONT &

DOORS TO REMAIN

SO

UT

H

BU

LD

IN

G

EN

TR

AN

CE

20'-0"

'-8

EXISTING

CARPET

RUNNER,

TRUNCATED.

V.I.F.

EXISTING

CARPET

RUNNER,

TRUNCATED.

V.I.F.

NEW MATCHING

EDGE BAND

NEW MATCHING

EDGE BAND

A201

A2014

C

D

1 2 3

7'-0 7/16" AFF

EXISTING GWB SOFFIT

TO REMAIN

NEW EXIT SIGN.

REF ELEC DWGS.

9'-10"G1

EXISTING TO REMAIN, N.I.C.

NEW SECURITY CAMERA

LOCATION. REF SECURITY

DRAWINGS.

PATCH AND PAINT

DISTURBED EXISTING

CEILING @ HEAD OF NEW

STOREFRONT SYSTEM

9"

RELOCATE SMOKE DETECTOR

EXIT SIGN

REFLECTED CEILING PLAN LEGEND:

LIGHT FIXTURES

SMOKE DETECTOR

F

FIRE ALARM VISUAL SIGNAL

TYPE G1: GYPSUM BOARD CEILING

CEILING TAG

TYPE

HEIGHT

CEILING TYPES:

X'-X"A

REFLECTED CEILING PLAN NOTES:

1.

2.

3.

4.

5.

REFER TO ELECTRICAL AND SECURITY DRAWINGS FOR ADDITIONAL INFORMATION

ON CEILING MOUNTED DEVICES.

LIGHT FIXTURE SYMBOLS ON REFLECTED CEILING PLANS ARE DIAGRAMMATIC FOR

REFERENCE ONLY. ALL LIGHTING IS EXISTING TO REMAIN, VERIFY LOCATIONS IN THE

FIELD FOR COORDINATION WITH NEW DEVICES.

COORDINATE QUANTITY AND LOCATION FOR EXIT SIGNS WITH ELECTRICAL

DRAWINGS.

EXISITNG SMOKE DETECTORS TO REMAIN.

SELECTIVE DEMOLITION OF THE EXISTING GWB CEILING IS REQUIRED FOR

INSTALLATION OF NEW STOREFRONT HEAD BLOCKING OR FRAMING. EXISTING

FRAMING ABOVE THE CEILING SHALL BE VERIFIED IN THE FIELD. PATCH AND PAINT

CEILING IN KIND WHERE DISTURBED.

RECEPTION SHELL W/

PRIVACY SCREEN

RETURN

SHELL

PLASTIC LAMINATE FINISH.

COLOR TO BE SELECTED FROM

MFR'S AVAILABLE FINISHES.

GROMMET HOLES

W/ COVERS

12" TRANSACTION COUNTER

CHAIR, CFCI

T

NORTH

P

NS

Weston & Sampson Architects, Inc.

10 Charles Street, 2nd Floor

Providence, RI 02904

401.209.1388 800.SAMPSON

www.westonandsampson.com

Drawn By:

Sheet Number:

Drawing Title:

Project:

Date:

Consultants:

Revisions:

W&S Project No.:

Approved By:

Reviewed By:

Scale:

Issued For:

Seal:

Key Plan:

C

R ev itP ro je ct s2

4\ R

I D O

H S ec ur ity R en ov at io ns A rc h_

V2 4_

M ow at t.K ev in

.rv t

6/

/2

:1 9:

A

M

As indicated

A101

JUNE 26, 2026

KJM

BMcC

26-0410

FLOOR & REFLECTED

CEILING PLANS

3 CAPITOL HILL

PROVIDENCE, RI

STATE OF RHODE ISLAND

DEPARTMENT OF HEALTH

BMcC

Good Harbor Techmark, LLC 17 Accord Park Drive, Suite 201

Norwell, MA 02061

(781) 871-6555

BID SET

LOBBY SECURITY UPGRADES

0' 2' 4' 8'

SCALE: 1/4" = 1'-0"

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

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

3 SECURITY RECEPTION DESK

PRODUCT SPECIFICATION:

BASIS OF DESIGN MANUFACTURER: HON.

1. CHAIR: HON SOLVE, REACTIVE BACK, TITANIUM FRAME, BLACK FABRIC

2. DESK PART 1: HON MOD RECEPTION DESK SHELL, 72X30X41, SLATE TEAK W/ TRANSACTION COUNTER.

3. DESK PART 2: HON MOD RETURN SHELL, 48X24X29, SLATE TEAK

CONTRACTOR TO TO PROCURE VIA OWNER'S W.B. MASON PURCHASING AGREEMENT

9'-

3'- 6"

ADA DOOR

OPERATOR

SURFACE CONDUIT TO CEILING

EXISTING WALL, FINISH AND BASE TO REMAIN

CARD READER

1'-0"

PENDANT

EXIT SIGN

8'- 6"

EX

. S

OF

FI

T 7'-

0 1 /2"

EXISTING SOFFIT

NEW STOREFRONT BEYOND,

REF 7/A201 FOR FULL ELEVATION.

EQ EQ

7'- 6"

EXISTING STOREFRONT TO REMAIN

NEW SECURITY RECEPTION

DESK FURNITURE

RECTANGULAR

WIREMOLD TO

CEILING

POWER & DATA,

SURFACE-MOUNTED

J-BOX

NEW ALUMINUM STOREFRONT

A201

1'- 6"

EXISTING CONDUIT.

REUSE AND CUT BACK

TO NEW LOCATION.

EXISTING WIREMOLD &

THERMOSTAT, BEYOND

9'-6"

EXISTING FIRE ALARM DEVICE

TO REMAIN

NEW POWER FOR SECURITY

EQUIPMENT, REFER TO ELEC

DWGS.

V.I.F.

1'-2 1/2"

6'-2" 3'-2" 6'-2" V.I.F.

1'-2 1/2"

2" 2'-

0" 2"

5'- 6"

2'- 0"

17'-11" +/-, V.I.F.

9'-

" V .I.F

ALIGN WITH EXISTING VESTIBULE STOREFRONT

15'-8" V.I.F.

A201

AIR EXCHANGE LOUVER

LAMINATED GLAZING, TYP.

VERIFY STRUCTURE ABOVE

EXISTING GWB CEILING. REINFORCE

WITH BLOCKING AS REQUIRED BY

STOREFRONT MFR.

GL1

GL1

GL1

GL1 GL1

GL1

GL1

LV1LV1

GL1

2" MULLION FACE PROFILE, TYP.7'-

6"

5"

TYPICAL DEVICE MOUNTING HEIGHTS:

ELECTRICAL EQUIPMENT MOUNTING HEIGHT DIMENSIONS ARE TO CENTER OF DEVICE

UNLESS OTHERWISE NOTED:

- RECEPTACLES: 18" A.F.F.

- SWITCHES: 48" A.F.F.

- DATA/PHONE OUTLETS: 18" A.F.F.

- PENDANT MOUNTED EXIT SIGNS: 8'-6" AFF TO TOP OF FIXTURE

DOOR HARDWARE MOUNTING HEIGHT DIMENSIONS ARE TO CENTER OF HARDWARE:

- PULL: 42"

- PUSH PLATE: 45"

LAMINATED GLAZING OR AIR EXCHANGE

LOUVER, WHERE OCCURS. REFER TO

ELEVATIONS.

ALUMINUM MULLION

2"

3/8

CONT. SEALANT AND BAKER ROD

VERIFY EXISTING CEILING

FRAMING. INSTALL FRAMING AND/OR BLOCKING

AT EXISTING WALL CAVITY FOR BEARING OF NEW

HEADER.

AT PERIMETER WALL/JAMBS, VERIFY EXISTING

WALL FRAMING. PROVIDE BLOCKING AS REQUIRED.

EXISTING GWB CEILING. PATCH AND REPAIR

IN KIND WHERE OPENED FOR BLOKCING/FRAMING WORK.

2" 5" 2"

2"2"

NEW GWB, PATCHED AND PTD

9"

DOOR TYPES

SEE SCHED.

VARIES

S-1

STOREFRONT 1

7'- 0"

5"5"

8"

GLAZING TYP

- SEE DOOR &

GLAZING

SCHEDULE

SCALE: 1/4" = 1'-0"

Weston & Sampson Architects, Inc.

10 Charles Street, 2nd Floor

Providence, RI 02904

401.209.1388 800.SAMPSON

www.westonandsampson.com

Drawn By:

Sheet Number:

Drawing Title:

Project:

Date:

Consultants:

Revisions:

W&S Project No.:

Approved By:

Reviewed By:

Scale:

Issued For:

Seal:

Key Plan:

C

R ev itP ro je ct s2

4\ R

I D O

H S ec ur ity R en ov at io ns A rc h_

V2 4_

M ow at t.K ev in

.rv t

6/

/2

:1 9:

A

M

As indicated

A201

JUNE 26, 2026

KJM

BMcC

26-0410

OVERALL ELEVATIONS &

DOOR DETAILS

3 CAPITOL HILL

PROVIDENCE, RI

STATE OF RHODE ISLAND

DEPARTMENT OF HEALTH

BMcC

Good Harbor Techmark, LLC 17 Accord Park Drive, Suite 201

Norwell, MA 02061

(781) 871-6555

BID SET

LOBBY SECURITY UPGRADES

0' 2' 4' 8'

SCALE: 1/4" = 1'-0"

DOOR SCHEDULE

DOOR #

DOORS FRAMES DETAILS

GLAZING TYPE RATING HDWR SET CARD READER DOOR CONTACT REMARKSTYPE MATERIAL FINISH WIDTH HEIGHT TYPE MATERIAL FINISH HEAD JAMB SILL

101 S-1 ALUM DARK BRONZE,

MATCH EXISTING

6'-0" 7'-6" 7/A201 ALUM DARK BRONZE,

MATCH EXISTING

2/A201 2/A201, SIM N/A , EXISTING

FLOORING.

DOOR BOTTOM

NOT REQ.

LAMINATED N/A HW-1

1/4" = 1'-0"2 DOOR & FRAMES TYPES & ELEVATIONS

1/4" = 1'-0" 1/ A101

7 SECURITY CHECK SOUTH

1/4" = 1'-0" 1/ A101

4 ELEVATOR LOBBY WEST

1/4" = 1'-0" 1/ A101

5 SECURITY CHECK WEST

1/4" = 1'-0" 1/ A101

6 SECURITY CHECK NORTH

1/4" = 1'-0" 1/ A101

3 SECURITY CHECK EAST

3" = 1'-0" 3/ A201

1 STOREFRONT HEAD DETAIL

YES

REF SECURITY

YES

REF SECURITY

ARCHITECTURAL HARDWARE GROUP (HW-1)

OPERATION: FREE EGRESS AT ALL TIMES VIA TOUCH BAR EXIT DEVICES. PRESSING THE TOUCH BAR ON EITHER DOOR MECHANICALLY RETRACTS THE LATCH AND ACTIVATES AN INTERNAL MICROSWITCH

(REQUEST-TO-EXIT / RX) TO SIGNAL THE ACCESS CONTROL SYSTEM.

ACCESS CONTROL: ACCESS FROM THE EXTERIOR VIA KEY CYLINDER OVERRIDE OR VIA ACCESS

CONTROL CREDENTIAL (CARD READER/FOB). COORDINATE OPERATION TO MATCH EXISTING

VESTIBULE DOORS. PROVIDE REMOTE RELEASE BUTTON AT SECURITY DESK. REFER TO SECURITY

DRAWINGS AND DIVISION 28 FOR ADDITIONAL INFORMATION.

AUTOMATION: PRESSING THE WALL-MOUNTED ACTUATOR (PUSH PLATE) ACTIVATES THE

AUTOMATIC DOOR OPERATOR (ADO) TO OPEN THE ACTIVE LEAF AUTOMATICALLY.

EXECUTION & COMPONENT REQUIREMENTS

FINISH: ALL VISIBLE HARDWARE FINISHES (EXIT DEVICES, PUSH PLATES, CLOSER BODIES, AND ARMS) SHALL BE SELECTED TO MATCH THE EXISTING VESTIBULE FINISHES (TYPICALLY US28/628

SATIN ALUMINUM AND DARK BRONZE, WHERE EACH OCCURS).

REQUEST-TO-EXIT (RX): THE MICROSWITCH INSIDE THE EXIT DEVICE RAIL MUST FEATURE SPDT (SINGLE POLE DOUBLE THROW) CONTACTS RATED FOR LOW-VOLTAGE SIGNAL INTEGRATION WITH

THE SECURITY MANAGEMENT SYSTEM.

ELECTRICAL SEPARATION: HIGH-VOLTAGE (120VAC) FEEDS TO THE AUTOMATIC DOOR OPERATOR

MUST RUN TO A DEDICATED CIRCUIT BREAKER OR ISOLATED POWER SOURCE. LOW-VOLTAGE

SIGNALS FROM THE PUSH-PLATE ACTUATOR AND EXIT DEVICE RX SWITCH MUST BE

ELECTRONICALLY ISOLATED TO PREVENT FEEDBACK LOOPS.

ALL WIRING AND CONNECTIONS BY DIVISION 26.

2 EA SILENCERS/GASKETING MANUFACTURER'S STANDARD WEATHER-STRIPPING/SWEEPS TO MATCH EXISTING.

1 EA SURFACE DOOR CLOSER HEAVY-DUTY SURFACE CLOSER, PARALLEL ARM INSTALLATION (FOR THE INACTIVE

LEAF). MATCH EXITING ONES.

1 EA DEDICATED ADO POWER SUPPLY 120VAC INPUT, ISOLATED INDEPENDENT POWER SOURCE FOR THE OPERATOR.

2 EA HARDWIRED PUSH PLATE ACTUATOR WALL-MOUNTED, ROUND STAINLESS-STEEL PUSH PLATE. MATCH EXITING ONES.

1 EA AUTOMATIC DOOR OPERATOR (ADO)

LOW-ENERGY SWING DOOR OPERATOR, HEADER-MOUNTED. SURFACE PULL-ARM

APPLICATION. BOD: STANLEY MAGIC FORCE W/ DOUBLE-DOOR HEADER TO MATCH

EXISTING IN TYPE AND FINISH.

2 EA MORTISE/RIM CYLINDERS 7-PIN SMALL FORMAT INTERCHANGEABLE CORE (SFIC) OR CONVENTIONAL CORE TO

MATCH EXISTING FACILITY STANDARD.

2 EA CONCEALED VERTICAL ROD MATCH OPERATION OF EXISTING VESTIBULE DOORS. NO CENTER ASTRAGAL.

2 EA OFFSET PULL MATCH EXISTING STYLE. LHR PULL UTILIZED WHEN ACCESS CONTROL GRANTS FREE

INGRESS OF BOTH LEAVES.

1 EA RIM EXIT DEVICE (INACTIVE NON-ADO

LEAF)

WIDE STILE, TOUCH BAR TYPE, WITH INTEGRATED REQUEST-TO-EXIT (RX)

MICROSWITCH & ELECTRIC LATCH RETRACTION.

1 EA RIM EXIT DEVICE (ACTIVE LEAF) WIDE STILE, TOUCH BAR TYPE, WITH INTEGRATED REQUEST-TO-EXIT (RX)

MICROSWITCH & LATCH RETRACTION.

2 EA CONTINUOUS GEARED HINGES & EPTHINGE PREPPED FOR COMPATIBLE EPT. MATCH EXISTING VESTIBULE FINISH. PROVIDE Von Duprin EPT10, OR SIMILAR.

HARDWARE SCHEDULE

HW-1 PROVIDE EACH PR DOOR(S) WITH THE FOLLOWING: