Full Set Combined Drwgs.pdf

RENOVATE AND UPGRADE ANGIO SUITE PROJECT

AT THE PROVIDENCE VA MEDICAL CENTER

PROJECT NUMBER: 650-CSI-351

PROVIDENCE, RHODE ISLAND

830 CHALKSTONE AVE, PROVIDENCE, RI 02908

DRAWING TITLEDWG

NO.

INDEX OF DRAWINGS

DWG

NO.

BID DOCUMENTS

PROJECT

AREA

PROJECT

LOCATION

DRAWING TITLE

COVER SHEET

G001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Renovate and Upgrade Angio OR Suite at the Providence VAMC

Providence, Rhode Island

650-CSI-351

Building #1 Project Director

JANUARY 31, 2024 TS AW / PF / DBRevisions: Date:

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NTS

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AREA MAP

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NTS

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LOCATION MAP

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GENERAL

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ARCHITECTURAL

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AD101

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OR DEMO RCP & DEMO FLOOR PLANS

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COVER SHEET

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LEGENDS, ABBREVIATIONS, AND NOTES

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PLAN NORTH

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TRUE NORTH

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AE451

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INTERIOR ELEVATIONS

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AE602

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SIGNAGE PLAN, DETAILS AND SCHEDULE

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PLAN NORTH

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TRUE NORTH

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AE101

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FLOOR PLAN

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AE501

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PARTITION TYPES AND DETAILS

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AE103

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EQUIPMENT PLAN

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AE351

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WALL SECTIONS

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AE601

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SCHEDULES & DETAILS

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GENERAL DETAILS

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FIRE PROTECTION

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FP001

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FIRE PROTECTION LEGEND RISER DIAGRAM AND GENERAL NOTES

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FD101

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FIRE PROTECTION SECOND FLOOR DEMOLITION PLAN

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FP101

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SECOND FLOOR FIRE PROTECTION PLAN

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PLUMBING

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PLUMBING LEGEND AND GENERAL NOTES

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PD101

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PLUMBING SECOND FLOOR MEDICAL GAS DEMOLITION PLAN

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PL101

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PLUMBING SECOND FLOOR MEDICAL GAS NEW WORK PLAN

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MECHANICAL

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MECHANICAL LEGEND AND GENERAL NOTES

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MD100

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MECHANICAL GROUND FLOOR DEMOLITION PLAN

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MD101

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MECHANICAL SECOND FLOOR DEMOLITION PLAN

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MH100

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MECHANICAL GROUND FLOOR DUCTWORK NEW WORK PLAN

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MH101

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MECHANICAL SECOND FLOOR DUCTWORK NEW WORK PLAN

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MP101

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MECHANICAL SECOND FLOOR PIPING NEW WORK PLAN

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ELECTRICAL

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LEGEND AND NOTES

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ED101

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DEMOLITION FLOOR PLANS

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EL101

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NEW WORK PLAN

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EP101

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NEW WORK PLAN

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EY101

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NEW WORK PLAN

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AE102

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REFLECTED CEILING PLAN

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SCHEDULES

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CONTROLS

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ED102

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DEMOLITION FLOOR PLANS

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PANEL SCHEDULES

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STRUCTURAL

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STRUCTURAL NOTES

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FRAMING PLANS

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AE104

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TEMPORARY CONSTRUCTION PARTITION PLAN AND DETAILS

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MP102

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MECHANICAL ROOF PLAN

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DETAILS

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ED103

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EXISTING PLANS

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EP102

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ROOF PLAN

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AE121

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ROOF PLAN

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FRAMING ELEVATIONS

ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL LEGEND

ARCHITECTURAL GENERAL NOTESGENERAL PROJECT NOTES GENERAL SAFETY NOTES

MATERIAL LEGEND

COVID-19 PROTOCOL

1.

2.

3.

4.

5.

6.

9.

10.

a.

b.

LEGENDS, ABBREVIATIONS AND

NOTES

G002

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Renovate and Upgrade Angio OR Suite at the Providence VAMC

Providence, Rhode Island

650-CSI-351

Building #1 Project Director

JANUARY 31, 2024 TS AW / PF / DBRevisions: Date:

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AIR CONDITIONING

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ACOUSTICAL CEILING TILE

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ABOVE FINISH FLOOR

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ALUMINUM

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BATT INSULATION

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BOTTOM OF

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CEMENTITIOUS BACKER BOARD

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CEMENTITIOUS CRYSTALLINE WATERPROOFING

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COLD-FORMED METAL FRAMING

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CORNER GUARD

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CENTERLINE

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CERAMIC MOSAIC TILE

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CONCRETE MASONRY UNIT

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CASED OPENING

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COMMUNICATION

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CONCRETE

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CONTINUOUS

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CONTRACTING OFFICER'S REPRESENTATIVE

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CERAMIC TILE

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CERAMIC TILE BASE

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CARPET TILE

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DIAMETER

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ELECTRIC WATER COOLER

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ELECTRICAL

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EQUAL

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EXPOSED STRUCTURE

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ET CETERA

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EXISTING

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EXPOSED

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FLOOR DRAIN

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FIRE EXTINGUISHER CABINET

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FIRE HOSE CABINET

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FINISHED FLOOR

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FINISH

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FLOOR

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FACE OF

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FIELD VERIFY (PRIOR TO ORDERING OR CUTTING)

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FABRIC WALLCOVERING

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GAGE

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GYPSUM WALL BOARD

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HANDICAPPED

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HOLLOW METAL

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HIGH-PRESSURE DECORATIVE LAMINATE

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HEATING VENTILATION AND AIR-CONDITIONING

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MATERIAL

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MAXIMUM

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MECHANICAL

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MANUFACTURER

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MINIMUM

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MASONRY OPENING

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METAL

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NOT IN CONTRACT

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NOT TO SCALE

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ON CENTER

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OPPOSITE HAND

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PORCELAIN BASE

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PLASTIC LAMINATE

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PRESSURE TREATED

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PAIR

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PAINT

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QUARRY TILE

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RESILIENT BASE

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REFRIGERATOR

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REQUIRED

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RESINOUS FLOORING

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RESINOUS EPOXY WALL - CEILING

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ROUGH OPENING

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RUBBER FLOORING

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SEALED HIGH BUILD GLAZED COATING

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SOLID CORE WOOD

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SIMILAR

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SPECIAL FACED

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STAINLESS STEEL

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STEEL

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SUBSTRATE

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SHEET VINYL

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SOLID VINYL TILE

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TO BE DETERMINED

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TELEPHONE

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TOP OF

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TYPICAL

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UNLESS NOTED OTHERWISE

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VINYL COMPOSITION TILE

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VINYL WALL COVERING

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WALL COVERING

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WOOD

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WELDED SEAM SHEET FLOORING

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AC

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ACT

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AFF

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ALUM

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BATT

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BO

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CBB

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CCW

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CFMF

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CG

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CMT

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CMU

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CO

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COMM

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CONC

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CONT

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COR

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CT

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CTB

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CT

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DIA

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EWC

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ELEC

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EQ

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ES

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ETC

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EXIST

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EXP

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FD

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FEC

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FHC

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FF

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FIN

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FLR

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FO

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FV

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FWC

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GA

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GWB

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HC

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HM

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HPDL

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HVAC

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MATL

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MAX

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MECH

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MFR

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MIN

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MO

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MTL

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NIC

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NTS

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OC

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OH

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PB

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PLAM

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PT

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PR

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QT

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RB

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REF

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REQ'D

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RES

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RES-W

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RO

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RF

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SC

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SCW

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SIM

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SP

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SS

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STL

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SUBS

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SV

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SVT

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TBD

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TELE

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TO

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TYP

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UNO

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VCT

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VWC

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WC

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WD

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WSF

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SEALED CONCRETE

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SCONC

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PORCELAIN TILE

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POR

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CONTROL JOINT

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CJ

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GALVANIZED METAL STUD(S)

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GMS

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REFLECTED CEILING PLAN

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RCP

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LUXURY VINYL TILE

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LVT

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COMPOUNDING ASEPTIC CONTAINMENT ISOLATOR

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CACI

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SOLID SURFACE MATERIAL

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SSM

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WALL PROTECTION

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WP

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ROOM NAME AND NUMBER

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KEY NOTE

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PARTITION TYPE

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DETAIL CALLOUT

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DETAIL NUMBER

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SHEET WHERE DETAIL IS DRAWN

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SECTION CALLOUT

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VERTICAL ELEVATION

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COLUMN CENTERLINE DESIGNATION

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DEMOLITION NOTE

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SECTION NUMBER

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SHEET WHERE SECTION IS DRAWN

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EXTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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SHEET WHERE ELEVATION IS DRAWN

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ROOM

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NAME

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GA4

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INTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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SHEET WHERE ELEVATION IS DRAWN

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AutoCAD SHX Text A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: FACE OF EXISTING WALL SURFACE FACE OF NEW MASONRY FACE OF NEW WALL STUDS TOP OF SLAB TOP OF MASONRY ALIGN NEW WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED. B. COORDINATE WITH ALL DISCIPLINE DRAWINGS FOR COORDINATE WITH ALL DISCIPLINE DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATE OPENINGS IN SLABS, ROOF, AND WALLS. WHERE NEW HOLES IN EXISTING WALLS AND SLABS ARE CREATED FOR CONDUIT, DUCT, OR PIPE PENETRATIONS, COORDINATE SIZE AND LOCATION. PATCH HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT, GRILLES, ETC. WITH MATERIALS MATCHING EXISTING SLAB OR WALL IN STRUCTURE, MATERIAL, THICKNESS, ALIGNMENT, GRADES, AND QUALITY. PATCH OR SEAL EXISTING HOLES IN WALLS AND GLASS TO MATCH ADJACENT EXISTING MATERIALS. C. COORDINATE AND PROVIDE SOLID FIRE RETARDANT TREATED COORDINATE AND PROVIDE SOLID FIRE RETARDANT TREATED WOOD BLOCKING FOR WALL-MOUNTED ITEMS BETWEEN STUDS. COORDINATE LOCATIONS WITH COR FOR GOVERNMENT FURNISHED EQUIPMENT. D. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING, INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED. E. SEAL ALL PENETRATIONS THROUGH SLABS, MASONRY, SEAL ALL PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED PARTITIONS AND FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP TO MAINTAIN THE RATING OF THE WALL OR SLAB. SUBMIT CUT SHEETS AND SPECIFICATIONS TO THE COR FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE UL LISTED ASSEMBLIES. SEE SHEET G003. F. PATCH ALL DAMAGED EXISTING WALL AND CEILING PATCH ALL DAMAGED EXISTING WALL AND CEILING SURFACES THAT REQUIRE PAINTING TO MATCH ADJACENT SURFACES. G. REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED OVER TO THE COR SHALL BE DELIVERED BY THE CONTRACTOR TO A PLACE INDICATED BY THE COR IF APPLICABLE. H. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION OR FINISHES. WHERE EXISTING MATERIALS ARE TO BE REPLACED (WALLS, INSULATION, FLOORING, ETC.) EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES SHALL BE PREPARED AS INDICATED OR SPECIFIED PRIOR TO INSTALLATION OF NEW MATERIALS. I. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR DAMAGES FROM CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST. WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED. J. END-USER SIGN OFF ON CONTROL DESK EQUIPMENT END-USER SIGN OFF ON CONTROL DESK EQUIPMENT PLACEMENT, TO BE RECEIVED FROM COR BY ARCHITECT PRIOR TO INSTALLATION.

AutoCAD SHX Text A. CONTRACTOR SHALL PROVIDE A PHASING AND CONTRACTOR SHALL PROVIDE A PHASING AND CONTAMINATION CONTAINMENT PLAN BEFORE BEGINNING WORK PER VAMC INFECTION CONTROL RISK ASSESSMENT (ICRA) TEAM REQUIREMENTS B. ESTABLISH AND MAINTAIN A DUST CONTROL PROGRAM AS ESTABLISH AND MAINTAIN A DUST CONTROL PROGRAM AS PART OF THE CONTRACTOR'S INFECTION PREVENTATIVE MEASURES IN ACCORDANCE WITH THE GUIDELINES PROVIDED BY THE ICRA TEAM PRIOR TO START OF WORK, PREPARE PLAN DETAILING PROJECT-SPECIFIC DUST PROTECTION MEASURES, INCLUDING PERIODIC STATUS REPORTS, AND SUBMIT TO COR AND FACILITY ICRA TEAM FOR REVIEW OF COMPLIANCE WITH CONTRACT DOCUMENTS. C. ALL PERSONNEL INVOLVED IN THE CONSTRUCTION OR ALL PERSONNEL INVOLVED IN THE CONSTRUCTION OR RENOVATION ACTIVITY SHALL BE EDUCATED AND TRAINED IN INFECTION PREVENTION MEASURES ESTABLISHED BY THE MEDICAL CENTER. D. DUST PRODUCING TASKS SHALL NOT BE PERFORMED DUST PRODUCING TASKS SHALL NOT BE PERFORMED WITHIN OCCUPIED AREAS WITHOUT THE APPROVAL OF THE COR. E. ALL WORK MUST TAKE PLACE OFF HOURS, FROM 7PM TO ALL WORK MUST TAKE PLACE OFF HOURS, FROM 7PM TO 6AM, AND/OR ON WEEKENDS. ALL WORK MUST BE COORDINATED WITH THE COR. IN THE INCIDENT OF AN EMERGENCY MEDICAL CASE, THE CONTRACTOR MAY BE REQUIRED TO CEASE WORK AND CLEAN UP IMMEDIATELY. CONTRACTOR SHALL NOTIFY COR IMMEDIATELY IF ASKED TO CEASE OR ALTER WEEKEND WORK. F. BASED ON PROJECT SCOPE, OFF-HOUR TEMPORARY BASED ON PROJECT SCOPE, OFF-HOUR TEMPORARY CONSTRUCTION BARRIER ERECTION AND DEMO/NEW WORK CONSTRUCTION MAY BE REQUIRED. WORK SHALL BE INCLUSIVE OF THE CONTRACTOR AND SUB-CONTRACTORS SCOPE / BASE CONTRACT WORK AT NO ADDITIONAL COST TO THE VA. G. REFER TO PARTIAL PLAN 1/AE104 FOR ADDITIONAL REFER TO PARTIAL PLAN 1/AE104 FOR ADDITIONAL TEMPORARY WALL DIMENSIONS AND EXTENTS OF TEMPORARY WALL CONSTRUCTION. H. ALL OPERATING ROOM EQUIPMENT IN THE ANGIO OPERATING ALL OPERATING ROOM EQUIPMENT IN THE ANGIO OPERATING ROOM WILL BE REMOVED OR COVERED BY THE VA. CONTRACTOR IS RESPONSIBLE FOR REPAIR COSTS OF ANY DAMAGED EXISTING ANGIO OPERATING ROOM EQUIPMENT. I. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED. J. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE WITH COR. K. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE, DUST, AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM. ALL SUCH ACTION MUST BE FIRST COORDINATED AND CLEARED WITH COR. ALL FIRE ALARM DEVICES SHALL BE ACTIVE WHENEVER CONTRACTOR'S FORCES ARE NOT PRESENT IN WORK AREA. L. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER. M. SEE SPECIFICATION SECTIONS 01 00 00 AND 01 35 26 SEE SPECIFICATION SECTIONS 01 00 00 AND 01 35 26 FOR INTERIM LIFE SAFETY MEASURES. N. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. EXISTING CONDITIONS ARE BASED ON GOVERNMENT FURNISHED EXISTING DRAWINGS AND LIMITED FIELD INVESTIGATION. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO PROCEEDING. O. ALL FINISH COLORS TO BE SELECTED BY COR WHERE NOT ALL FINISH COLORS TO BE SELECTED BY COR WHERE NOT OTHERWISE INDICATED. P. SEAL ALL CEILING, FLOOR AND WALL PENETRATIONS SEAL ALL CEILING, FLOOR AND WALL PENETRATIONS AROUND CONDUIT AND PIPES USING A UL FIRESTOP SYSTEM - TYPICAL. SEE SPEC SECTION 01 35 13 SPECIAL PROJECT PROCEDURES, AND SHEET G003.

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EARTH

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GRAVEL

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CONCRETE

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MORTAR, STUCCO CEMENT PLASTER

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CONCRETE MASONRY UNIT

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SECTION

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PLAN

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STEEL

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INSULATION RIGID

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INSULATION BATT

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BRICK

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WOOD (ROUGH)

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WOOD FINISH

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1. ALL CONTRACTORS SHALL WEAR A MASK ON ALL CONTRACTORS SHALL WEAR A MASK ON PROVIDENCE VA CAMPUS IN PATIENT CARE AREAS. 2. PROJECT WORKSPACE TO BE CONSIDERED A PROJECT WORKSPACE TO BE CONSIDERED A PATIENT CARE AREA.

AutoCAD SHX Text COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTION BEGINS. INSTALL CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY, OUTSIDE OF NORMAL WORK HOURS. USE OF TEMPORARY WALL TYPE SYSTEM RECOMMENDED. REFER TO SHEET AE104. SEPARATE ALL OCCUPIED AREAS FROM DEMOLITION, RENOVATION, OR CONSTRUCTION ACTIVITIES BY ONE-HOUR FIRE RATED TEMPORARY SMOKE-TIGHT CONSTRUCTION PARTITIONS OF GYPSUM BOARD OR OTHER APPROVED NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL. SEPARATION SHALL EXTEND FROM FLOOR TO UNDERSIDE OF DECK ABOVE. POLY BARRIERS MAY BE USED FOR WORK LASTING LESS THAN 48 HOURS. TEMPORARY CONSTRUCTION CONTAINMENT SYSTEMS THAT ARE GASKETED AT TOP AND BOTTOM TO CREATE AN AIRTIGHT SEAL WHICH MEETS OR EXCEEDS ICRA CLASS IV REQUIREMENTS AND EXCEEDS ASTM E-84 CLASS A STANDARDS FOR FLAME AND SMOKE SPREAD SHALL BE USED AS CONSTRUCTION PARTITIONS. SUCH CONSTRUCTION SHALL BE PROVIDED AT ALL LOCATIONS OF ACTIVE CONSTRUCTION, INCLUDING ENTRIES. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM. CLOSELY COORDINATE WITH VA HVAC SHOPS TO MAINTAIN PROPER FUNCTION OF OPERATING ROOM HVAC SYSTEM. HVAC SYSTEM SHALL BE RESTORED TO NORMAL OPERATION AT THE COMPLETION OF WEEKEND WORK OR WHEN AN EMERGENCY OPERATING ROOM CASE OCCURS DURING THE WEEKEND. MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON INSTALLATION, MAINTAINED WITH PERIODIC CALIBRATION AND MONITORED BY THE CONTRACTOR. 7. EXHAUST HOSES REQUIRED: HEAVY DUTY, FLEXIBLE STEEL REINFORCED; EXHAUST HOSES REQUIRED: HEAVY DUTY, FLEXIBLE STEEL REINFORCED; VENTILATION BLOWER HOSE. 8. ADHESIVE WALK-OFF MATS SHALL BE USED AT ALL INTERIOR ADHESIVE WALK-OFF MATS SHALL BE USED AT ALL INTERIOR TRANSITIONS FROM THE CONSTRUCTION AREA TO OCCUPIED AREA. PROVIDE MINIMUM SIZE MATS OF 24 INCHES BY 36 INCHES. THESE MATS SHALL BE CHANGED AS OFTEN AS REQUIRED TO MAINTAIN CLEAN WORK AREAS DIRECTLY OUTSIDE CONSTRUCTION AREA AT ALL TIMES. VACUUM AND WET MOP ALL TRANSITION AREAS FROM CONSTRUCTION TO THE OCCUPIED MEDICAL CENTER AT THE END OF EACH WORKDAY. VACUUM SHALL UTILIZE HEPA FILTRATION. MAINTAIN SURROUNDING AREA FREQUENTLY. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 11. COORDINATE WITH REFLECTED CEILING PLANS/FINISH SCHEDULE WHERE COORDINATE WITH REFLECTED CEILING PLANS/FINISH SCHEDULE WHERE CEILINGS ARE SCHEDULED TO BE MODIFIED OR REPLACED. MODIFY/REMOVE EXISTING CEILING CONSTRUCTION AS REQUIRED TO ACCOMMODATE TEMPORARY PARTITIONS. STORE ALL ACOUSTICAL CEILING PANELS, GRID, LIGHT FIXTURES AND CEILING ACCESSORIES AS DIRECTED BY THE VA. WHERE EXISTING CEILINGS ARE TO REMAIN, THEY ARE TO BE RESTORED TO ORIGINAL CONDITION AFTER REMOVAL OF TEMPORARY PARTITIONS. 12. MODIFY EXISTING MEP/FP (INCLUDING BUT NOT LIMITED TO, DIFFUSERS MODIFY EXISTING MEP/FP (INCLUDING BUT NOT LIMITED TO, DIFFUSERS AND REGISTERS, LIGHT FIXTURES, SPRINKLER HEADS) AS REQUIRED TO MAINTAIN APPROPRIATE COVERAGE/LIGHTING/SERVICE TO ALL OCCUPIED SPACES DURING CONSTRUCTION ACTIVITIES. RESTORE ALL INFRASTRUCTURE TO ORIGINAL CONDITION AFTER REMOVAL OF TEMPORARY PARTITIONS. 13. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PUBLIC SPACES CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PUBLIC SPACES AT AREAS OF CONSTRUCTION. CONTRACTOR SHALL PATCH, REPAIR, PAINT, RESTORE, REPLACE CONSTRUCTION DAMAGED MATERIALS IN PUBLIC SPACES TO MATCH EXISTING CONDITIONS AS PART OF THE PROJECT'S SCOPE/BASE CONTRACT WORK AT NO ADDITIONAL COST TO THE PROJECT/GOVERNMENT. ALL LAYDOWN AREAS MUST BE COORDINATED WITH AND APPROVED BY THE COR. 14. UPON COMPLETION: UPON COMPLETION: a. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE COR AND THOROUGHLY CLEANED BY THE VA ENVIRONMENTAL SERVICES DEPARTMENT. b. REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL WORK HOURS. c. REMOVE ALL CONSTRUCTION DEBRIS FROM ABOVE CEILING / VERTICAL REMOVE ALL CONSTRUCTION DEBRIS FROM ABOVE CEILING / VERTICAL SHAFTS AND AND UTILITY CHASES THAT HAVE BEEN PART OF CONSTRUCTION. d. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. e. WET MOP AREA WITH CLEANER/DISINFECTANT. WET MOP AREA WITH CLEANER/DISINFECTANT. f. UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED. 15. SPRINKLER AND FIRE ALARM ARE TO REMAIN ACTIVE THROUGHOUT PROJECT. TEMPORARY PROTECTION MUST BE PROVIDED IF FIRE ALARM SYSTEM IS DOWN FOR MORE THAN 4 HRS. OR SPRINKLER SYSTEM IS DOWN FOR MORE THAN 4 HRS. 16. IF THERE WILL BE A LAYDOWN AREA: PROVIDE SECURED PERIMETER PROTECTION CONSISTING OF A 7' MIN. HEIGHT CHAIN LINK FENCING WITH LOCKABLE GATE AROUND ALL STORED MATERIALS, SCAFFOLDING, EQUIPMENT, ETC. THESE AREAS ARE TO REMAIN SECURED AT ALL TIMES, INCLUDING WHILE AREA IS OCCUPIED. SITE AND LAYDOWN AREA MUST REMAIN SECURED BY LOCK AND KEY AT ALL TIMES. 17. SHOE COVERS, HEAD COVERING AND SCRUBS/CLEAN SUITS SHALL BE WORN BY ALL CONTRACTOR PERSONNEL WHILE IN THE OPERATING DEPARTMENT. CONTRACTOR SHALL PROVIDE ALL PERSONAL PROTECTION EQUIPMENT.

AutoCAD SHX Text

STAINLESS STEEL CLADDING

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SSC

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OPERATING ROOM

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OR

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CONSTRUCTION

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CONST

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FIREPROOFING

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FP

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STAINLESS STEEL

SST

UL DETAIL C-AJ-1254

UL DETAIL W-L-2038

ACCESSIBILITY REQUIREMENTS

FRONT APPROACHES

HINGE-SIDE APPROACHES

LATCH-SIDE APPROACHES

TYPICAL DETAILSTYPICAL MOUNTING HEIGHTS

GENERAL DETAILS

G003

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Renovate and Upgrade Angio OR Suite at the Providence VAMC

Providence, Rhode Island

650-CSI-351

Building #1 Project Director

JANUARY 31, 2024 TS AW / PF / DBRevisions: Date:

AutoCAD SHX Text NOTE: ANY UL ASSEMBLY MEETING CRITERIA MAY ANY UL ASSEMBLY MEETING CRITERIA MAY BE UTILIZED. ASSEMBLIES INDICATED ON THIS SHEET ARE FOR INFORMATION ONLY.

AutoCAD SHX Text ALL WORK SHALL COMPLY WITH FEDERAL ABA, LOCAL, AND STATE ACCESSIBILITY CODES AND REQUIREMENTS.

AutoCAD SHX Text

TYP DOOR LOCATION

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SEE DOOR SCHEDULE

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DOOR LOCATIONS

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1'-0" IF DOOR HAS BOTH A CLOSER AND A LATCH

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OPTION 1

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OPTION 1

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OPTION 1

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OPTION 1

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OPTION 2

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OPTION 2

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OPTION 2

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OPTION 2

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USE EITHER OPTION 1 OR OPTION 2

AutoCAD SHX Text ALL DOOR ASSEMBLIES SHALL BE CONSTRUCTED TO MEET THE INDICATED MINIMUM CLEARANCES AS APPLICABLE.

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

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W/ CLOSER AND LATCH

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PROVIDE ACCESSIBILITY PER VA/UFAS BARRIER FREE DESIGN GUIDE (PG 18-13).

AutoCAD SHX Text PROVIDE BLOCKING, ANCHORAGE AND MOUNTING AS REQUIRED AT ALL WALL-MOUNTED EQUIPMENT AND ACCESSORIES.

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FIRE EXTINGUISHER CABINET

HANDLE

AutoCAD SHX Text PROVIDE BLOCKING, ANCHORAGE AND MOUNTING AS REQUIRED AT ALL WALL-MOUNTED EQUIPMENT AND ACCESSORIES.

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SPECIMEN PASS THRU

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APRON/GLOVE RACK

AutoCAD SHX Text 4'-0"

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FIRE HOSE CABINET

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TACKBOARD/ WHITEBOARD/ BULLETIN BOARD

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WHITEBOARD W/ SLIDING PANELS

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TV BRACKET

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TOWEL PIN

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FIRST PIN

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SECOND PIN

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ARTWORK

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CLOCK

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TELEPHONE

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SHARPS DISPOSAL

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SPHYGMOMANOMETER

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OTOSCOPE/ OPTHALMOSCOPE

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CLEANING CHEMICAL DISPENSER

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EMERGENCY DEFIBRILATOR

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DENTAL RADIOGRAPHIC UNIT

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MAGAZINE/ PAMPHLET RACK

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WALL-MOUNTED COMPUTER STATION

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KEYBOARD TRAY

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ELECTROSURGICAL UNIT

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FILM ILLUMINATOR

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EXERCISE EQUIPMENT

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(MOUNTING HEIGHT PER MANUFACTURER)

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AUTOMATED PAPER TOWEL DISPENSER

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DISPENSER OPENING

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LAVATORY

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TRASH RECEPTACLE/ AUTOMATED RECESSED TOWEL DISPENSER

AutoCAD SHX Text

DISPENSER OPENING

AutoCAD SHX Text

EMERGENCY DEFIBRILLATOR (AED)

AutoCAD SHX Text 4'-0"

4'-0"

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

Building #1

STRUCTURAL NOTES Renovate and Upgrade Angio OR

Suite at the Providence VAMC

Providence, Rhode Island

S001

650-CSI-351

JANUARY 31, 2024

BID DOCUMENTS

DCASLW

T V

AP AP

AP

209A

209B

T V

VL

VL

VL

TV

m m

A R M m m

AP

AP

AP

AP

m m

A R M

T V

AP AP

AP

209A

209B

T V

AP

AP

AP

AP

T V

AP AP

AP

209A

209B

T V

VL

VL

VL

TV

m m

A R M m m

AP

AP

AP

AP

m m

A R M

A

B CA.2

4.8

4.7

4.3

A.5

E- W21X44

E

W

X

E

W

X

E- W14X22 E- W21X44

E- W16X31 E- W24X62 E- W24X55

E

W

X

E

W

X

E

W

X

E

W

X

E

W

X

E

W

X

E- W10X12

E- W10X12 E- W10X12

E- W10X12 E- W10X12

E- C8X11.5

E- C8X11.5

E- C8X11.5

E- C8X11.5

E- C8X11.5

E- C8X11.5

E- C8X11.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E- HSS8X4X5/16

REF

2' - 0"

REF

11' - 0"

REF

12' - 10"

REF

10' - 0"

R E

F

8'

/8

R E

F

7/ 8"

R E

F

5'

3"

R E

F

2'

0"

2'

- 1

/1

6"

1'

- 3

1/

2'

2" 2'

2"

2'

2" 2'

2"

2'

2" 1'

3/ 8"

P1001

UNISTRUT, TYP.

8'- 7" REF

REF

6' - 7 1/2"

REF

8' - 7 3/8"

S201

TYP

TABLE FLOOR

PLATE CENTER LINE

S201

SIM

P1001

UNISTRUT, TYP.

2'- 8" 6' - 0"

2' - 7 1/2"

1' - 7 1/2"

1' - 8"

1' - 8"

2' - 8"

S201

R E

F

8'

7/

8"

PLAN

NORTH

TRUE

NORTH

1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL

FIELD VERIFY.

3. (X'-X") INDICATES T/STL ELEVATION RELATIVE TO 0'-0".

4. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE

PROOFING

5. COORDINATE LAYOUT WITH MECHANICAL DRAWINGS AND

EQUIPMENT MANUFACTURER PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW

6. REMOVE EXISTING HSS MEMBERS SUPPORTING EXISTING

EQUIPMENT TO BE REMOVED IF REQUIRED TO INSTALL NEW

WORK.

7. ALL CONNECTIONS SHALL BE UNISTRUT PRODUCTS INCLUDING

BUT NOT LIMITED TO CONNECTION, BOLTS, SPRING NUTS AND

WASHERS. ALL BOLTS SHALL BE 1/2" DIA. MINIMUM.

DENOTES NEW UNISTRUT BEAM

DENOTES NEW STEEL BEAM

DENOTES EXISTING BEAM

EDGE OF DECK

DENOTES P1000 UNISTRUT HANGER

DENOTES DIAGONAL BRACE

DENOTES EXISTING BEAM CALLOUTE-XxXX

A

B CA.2

4.8

4.7

4.3

A.5

REF

2' - 0"

REF

11' - 0"

REF

12' - 10"

REF

10' - 0"

R E

F

8'

/8

R E

F

7/ 8"

R E

F

5'

3"

R E

F

2'

0"

E

W

X

E

W

X

E

W

X

E- W21X50 (42)

E- W24X62 (14)

E

W

X

8)

E

W

X

E

W

X

8)

E- W16X31 (36) E- W10X12 (8)

E

W

X

E

W

X

E- W10X12 (10)

E- W10X12 (10)

E

W

X

8)

E

W

X

8)

E- W21X50 (25) E- W14X22 (10) E- W16X26 (24)

E- W16X31 (44)

E

W

X

E

W

X

8)

E

W

X

E

W

X

4)

E

W

X

E- W24X55 (24)

S E

E N

O T

E

1' -5

1/

E Q

E Q

HSS4X4X1/4

HSS4X4X1/4

S101

S101

REF

5' - 8 1/2"

REF

8' - 0"

S E

E N

O T

E

6'

/8

R E

F

S101

NEW PENETRATION CONTRACTOR

SHALL COORDINATE LOCATION WITH

MECHANICAL AND EXISTING FRAMING

S101

L2X2X1/4

2' - 0"

A

B CA.2

4.8

4.7

4.3

A.5

E- W21X44

E

W

X

E

W

X

E- W14X22 E- W21X44

E- W16X31 E- W24X62 E- W24X55

E

W

X

E

W

X

E

W

X

E

W

X

E

W

X

E

W

X

E- W10X12

E- W10X12 E- W10X12

E- W10X12 E- W10X12

E- C8X11.5

E- C8X11.5

E- C8X11.5

E- C8X11.5

E- C8X11.5

E- C8X11.5

E- C8X11.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E

C 8X

.5

E- HSS8X4X5/16

REF

2' - 0"

REF

11' - 0"

REF

12' - 10"

REF

10' - 0"

R E

F

8'

/8

R E

F

7/ 8"

R E

F

5'

3"

R E

F

2'

0"

C12x33.9

UNISTRUT,

SUPPORT TYP.

8' - 7 1/8" REF6' - 0"

REF

8' - 7 3/8"

S201

TYP

ACCU-MOUNT SERIES 300

SUPPORT SYSTEM BY

CONTRACTOR.

ACCU-MOUNT SERIES 300

SUPPORT SYSTEM BY

CONTRACTOR.

ACCU-MOUNT SERIES

300 SUPPORT SYSTEM

BY CONTRACTOR.

8" MAX

S201

SIM

S201

CONNECT ACCU-

MOUNT SUPPORT

BEAMS TO SIDE OF

EXISTING BEAM

CONNECT ACCU-

MOUNT SUPPORT

BEAMS TO SIDE OF

EXISTING BEAM

EXISTING SLAB

EXISTING

BEAM

BEAM, SEE

PLAN3/16

EA END

AD7 UNIVERSAL

FLOOR PLATE, BY

CONTRACTOR

EXISTING

BEAM

1/2" DIA.

THROUGH BOLTS 2ND FLOOR

100'- 11"

A.5

RECESS SLAB AS

REQUIRED TO

INSTALL PLATE

1/4 2@12

VIF

11 1/2" +/-

EXISTING SLAB

EXISTING BEAM

EXISTING BEAM,

SEE PLAN

EXISTING

SLAB

2"

VIF

6 3/4"

1/4 2@12

6"x4"x1/2" BENT PLATE FULL WIDTH OF NEW

OPENING . ATTACH TO EXISTING SLAB

WITH (2) 3/8" DIA. HAS-E RODS AT 16" O.C.

WITH HILTI HIT HY200 ADHESIVE ANCHORS.

4" EMBED.

1/2" CONT.

BENT PLATE

(2)#4 CONT.

1/

2"

NEW 4,000PSI LIGHT

WEIGHT CONCRETE

SLAB EXTENSION

1/

2"

1/ 2"

SEALANT

R E

F

6"

C

LR2"

2" CLR

6"

REF

2' - 0"

EXIST.

BEAM

L2x2x1/4

3/16

TYP.

EXIST.

BEAM

EXIST. CONCRETE

FLOOR BEYOND

REF

2' - 0"

NEW DECK TO

MATCH EXISTING

(1)#4 CONT AT SLAB

MID-DEPTH

NEW 4,000PSI LIGHT

WEIGHT CONCRETE

SLAB EXTENSION

CLEAN & ROUGHEN EXISTING SURFACE AND

APPLY EPOXY BONDING AGENT TO ENTIRE

PERIMETER PRIOR TO PLACEMENT OF FRESH

CONCRETE IN ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS

EXIST. BEAMEXIST. BEAM

EXIST.

COMPOSITE SLAB (1)#12 SDS SCREW @

6" O.C. WHOLE

PERIMETER AT EA.

BOTTOM FLUTE

REF

10"

EXIST.

COMPOSITE SLAB

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

Building #1

FRAMING PLANS Renovate and Upgrade Angio OR

Suite at the Providence VAMC

Providence, Rhode Island

S101

650-CSI-351

JANUARY 31, 2024

BID DOCUMENTS

DCASLW

1/4" = 1'-0"S101

2 UNISTRUT FRAMING PLAN

FRAMING PLAN NOTES FRAMING PLAN LEGEND

1/4" = 1'-0"S101

1 2nd FLOOR FRAMING PLAN 1/4" = 1'-0"S101

3 UNISTRUT SUPPORT FRAMING PLAN

3/4" = 1'-0"S101

4 PATIENT TABLE SUPPORT PLATE

1 1/2" = 1'-0"S101

5 SECTION

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

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

1' 4' 8' 12'

Scale: 3/4"=1'-0"

1' 2' 4' 8'

1' 2' 3'

Scale: 1-1/2"=1'-0"

6"

1 1/2" = 1'-0"S101

7 SECTION

1 1/2" = 1'-0"S101

6 SECTION

MAX

8"

EXISTING BEAM EXISTING BEAM

3/16

EA. SIDE

TYP.

NEW CHANNEL

SEE PLAN

P1000, TYP.

A.5 EXISTING DECK

UNISTRUT P1001,

SEE PLAN

BOTT. / UNISTRUT

110'- 5 9/16"

T/STL

115'- 4"

EXISTING

BEAM

L3x3x1/4x0'-6" LG.

3/16

3/16

+1/2" RTN

EA. SIDE

MAX

3/4"

2' - 3" 2' - 7 1/2" 1' - 7 1/2" 1' - 8" 1' - 8"

P2346, TYP.

UNISTRUT

P1001, TYP.

P2346, TYP.

TYP.

6 1/2"

6"

P1354

P1354

P1000

P1000

8"

/4

NEW STEEL

CHANNEL SEE PLAN

P1000, TYP.

4.3

EXISTING DECK

UNISTRUT P1001,

SEE PLAN BOTT. / UNISTRUT

110'- 5 9/16"

T/STL

115'- 4"EXISTING

BEAM

P2346, TYP.

P2346, TYP.

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

1' - 5 7/8"

P2324, TYP.

P1000, TYP.

P2346, TYP.

/4

3'

/4

1"

6 3/4" 6 3/4"

1" = 1'-0"S201

1 UNISTRUT SUPPORT DETAIL

1" = 1'-0"S201

2 UNISTRUT SUPPORT DETAIL

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

Building #1

FRAMING ELEVATIONS Renovate and Upgrade Angio OR

Suite at the Providence VAMC

Providence, Rhode Island

S201

650-CSI-351

JANUARY 31, 2024

BID DOCUMENTS

DCASLW

DEMO RCP GENERAL NOTES

DEMO RCP LEGEND

DEMO PLAN GENERAL NOTES

DEMO PLAN KEY NOTES

DEMO PLAN LEGEND

KEY PLAN

DEMO RCP GENERAL NOTES

DEMO RCP LEGEND

DEMO PLAN GENERAL NOTES

DEMO PLAN KEY NOTES

DEMO PLAN LEGEND

KEY PLAN

OR DEMO RCP & DEMO FLOOR PLANS

AD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Renovate and Upgrade Angio OR Suite at the Providence VAMC

Providence, Rhode Island

650-CSI-351

Building #1 Project Director

JANUARY 31, 2024 TS AW / PF / DBRevisions: Date:

AutoCAD SHX Text

IPU

AutoCAD SHX Text C'

AutoCAD SHX Text 5'

AutoCAD SHX Text 4'

AutoCAD SHX Text 3'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 3'

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AutoCAD SHX Text B'

AutoCAD SHX Text A1'

AutoCAD SHX Text A2'

AutoCAD SHX Text A5'

AutoCAD SHX Text B'

AutoCAD SHX Text C'

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AD101

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AutoCAD SHX Text 1/4" = 1'-0"

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OR DEMOLITION PLAN

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AD101

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AutoCAD SHX Text 1/4" = 1'-0"

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RCP DEMOLITION PLAN

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FA

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AutoCAD SHX Text 2.5'

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AutoCAD SHX Text A'

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EXISTING CONSTRUCTION TO REMAIN

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DEMOLITION PLAN LEGEND

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EXISTING CONSTRUCTION TO BE DEMOLISHED

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ACOUSTIC CEILING TILE TO BE DEMOLISHED

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LIGHT FIXTURE TO BE DEMOLISHED

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EXISTING TO BE DEMOLISHED

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DEMOISH EXISTING DOOR AND FRAME ASSEMBLY.

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DEMOLISH EXISTING CONSTRUCTION AS NEEDED TO INSTALL NEW WORK.

AutoCAD SHX Text REMOVE EXISTING MEDICAL EQUIPMENT FROM MEDICAL COLUMN AND PROTECT REMAINING MEDICAL COLUMN.

AutoCAD SHX Text A. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. NOTIFY COR OF COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. NOTIFY COR OF DISCREPANCIES PRIOR TO PROCEEDING. B. DEMOLISH EXISTING SUSPENDED CEILING SYSTEM AND GWB CEILING AS DEMOLISH EXISTING SUSPENDED CEILING SYSTEM AND GWB CEILING AS NEEDED TO INSTALL NEW WORK. C. DEMOLISH EXISTING LIGHTS, FIXTURES, EQUIPMENT, DEVICES, ETC. AS DEMOLISH EXISTING LIGHTS, FIXTURES, EQUIPMENT, DEVICES, ETC. AS NEEDED TO INSTALL NEW WORK. D. DEMOLISH EXISTING ABOVE CEILING UNISTRUT FRAMING AS NEEDED TO DEMOLISH EXISTING ABOVE CEILING UNISTRUT FRAMING AS NEEDED TO INSTALL NEW WORK.

AutoCAD SHX Text A. SEE SHEET AE104 FOR CONSTRUCTION BARRIER PLAN. SEE SHEET AE104 FOR CONSTRUCTION BARRIER PLAN. B. DEMOLISH EXISTING FLOOR, WALL AND BASE FINISHES AS NEEDED TO DEMOLISH EXISTING FLOOR, WALL AND BASE FINISHES AS NEEDED TO INSTALL NEW WORK. C. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. D. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. E. DEMOLISH EXISTING EQUIPMENT AS NEEDED TO INSTALL NEW WORK. DEMOLISH EXISTING EQUIPMENT AS NEEDED TO INSTALL NEW WORK.

AutoCAD SHX Text DEMOLISH EXISTING FINISHES, GYPSUM WALL BOARD AND LEAD SHIELDING AS INDICATED. RETAIN EXISTING METAL STUDS FRAMING.

AutoCAD SHX Text

EXISTING PAIRED DOOR TO REMAIN OPERABLE DURING CONSTRUCTION.

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EXISTING GYPSUM WALL BOARD, LEAD SHIELDING AND FINISHES TO BE DEMOLISHED

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EXISTING GYPSUM CEILING TO BE DEMOLISHED

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EXISTING GYPSUM CEILING TO REMAIN

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AREA NOT IN CONTRACT UNLESS NOTED OTHERWISE

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PLAN NORTH

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TRUE NORTH

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PROJECT LOCATION

AutoCAD SHX Text 0'

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

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 12'

AutoCAD SHX Text

DEMOLISH EXISTING METAL COLUMN SURROUND.

AutoCAD SHX Text LIMITED AMOUNT OF NEW WALL POSITIONS SHOWN TO CLARIFY THE LIMITS OF DEMOLITION IN THIS AREA.

AutoCAD SHX Text

EXISTING CONSTRUCTION TO REMAIN

AutoCAD SHX Text

DEMOLITION PLAN LEGEND

AutoCAD SHX Text

EXISTING CONSTRUCTION TO BE DEMOLISHED

AutoCAD SHX Text

ACOUSTIC CEILING TILE TO BE DEMOLISHED

AutoCAD SHX Text

LIGHT FIXTURE TO BE DEMOLISHED

AutoCAD SHX Text

EXISTING TO BE DEMOLISHED

AutoCAD SHX Text

DEMOISH EXISTING DOOR AND FRAME ASSEMBLY.

AutoCAD SHX Text

DEMOLISH EXISTING CONSTRUCTION AS NEEDED TO INSTALL NEW WORK.

AutoCAD SHX Text REMOVE EXISTING MEDICAL EQUIPMENT FROM MEDICAL COLUMN AND PROTECT REMAINING MEDICAL COLUMN.

AutoCAD SHX Text A. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. NOTIFY COR OF COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. NOTIFY COR OF DISCREPANCIES PRIOR TO PROCEEDING. B. DEMOLISH EXISTING SUSPENDED CEILING SYSTEM AND GWB CEILING AS DEMOLISH EXISTING SUSPENDED CEILING SYSTEM AND GWB CEILING AS NEEDED TO INSTALL NEW WORK. C. DEMOLISH EXISTING LIGHTS, FIXTURES, EQUIPMENT, DEVICES, ETC. AS DEMOLISH EXISTING LIGHTS, FIXTURES, EQUIPMENT, DEVICES, ETC. AS NEEDED TO INSTALL NEW WORK. D. DEMOLISH EXISTING ABOVE CEILING UNISTRUT FRAMING AS NEEDED TO DEMOLISH EXISTING ABOVE CEILING UNISTRUT FRAMING AS NEEDED TO INSTALL NEW WORK.

AutoCAD SHX Text A. SEE SHEET AE104 FOR CONSTRUCTION BARRIER PLAN. SEE SHEET AE104 FOR CONSTRUCTION BARRIER PLAN. B. DEMOLISH EXISTING FLOOR, WALL AND BASE FINISHES AS NEEDED TO DEMOLISH EXISTING FLOOR, WALL AND BASE FINISHES AS NEEDED TO INSTALL NEW WORK. C. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. D. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. E. DEMOLISH EXISTING EQUIPMENT AS NEEDED TO INSTALL NEW WORK. DEMOLISH EXISTING EQUIPMENT AS NEEDED TO INSTALL NEW WORK.

AutoCAD SHX Text DEMOLISH EXISTING FINISHES, GYPSUM WALL BOARD AND LEAD SHIELDING AS INDICATED. RETAIN EXISTING METAL STUDS FRAMING.

AutoCAD SHX Text

EXISTING PAIRED DOOR TO REMAIN OPERABLE DURING CONSTRUCTION.

AutoCAD SHX Text

EXISTING GYPSUM WALL BOARD, LEAD SHIELDING AND FINISHES TO BE DEMOLISHED

AutoCAD SHX Text

EXISTING GYPSUM CEILING TO BE DEMOLISHED

AutoCAD SHX Text

EXISTING GYPSUM CEILING TO REMAIN

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AREA NOT IN CONTRACT UNLESS NOTED OTHERWISE

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PLAN NORTH

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TRUE NORTH

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PROJECT LOCATION

AutoCAD SHX Text 0'

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

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 12'

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DEMOLISH EXISTING METAL COLUMN SURROUND.

LIMITED AMOUNT OF NEW WALL POSITIONS SHOWN TO CLARIFY THE LIMITS OF DEMOLITION IN THIS AREA.

PLAN LEGEND

FLOOR PLAN KEY NOTES

FLOOR PLAN GENERAL NOTES

KEY PLAN

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S

S S S S S S S S S S S S S S S S S

S S

S S

S S S S S S S

SS

S S

S

FLOOR PLAN

AE101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Renovate and Upgrade Angio OR Suite at the Providence VAMC

Providence, Rhode Island

650-CSI-351

Building #1 Project Director

JANUARY 31, 2024 TS AW / PF / DBRevisions: Date:

AutoCAD SHX Text A. SEE SHEET A501 FOR PARTITION TYPES AND DETAILS. SEE SHEET A501 FOR PARTITION TYPES AND DETAILS. B. DIMENSIONS AT EXISTING CONSTRUCTION ARE TO FACE OF EXISTING DIMENSIONS AT EXISTING CONSTRUCTION ARE TO FACE OF EXISTING FINISH OR COLUMN LINE UNO. C. DIMENSIONS AT NEW CONSTRUCTION ARE TO FACE OF STUD OR DIMENSIONS AT NEW CONSTRUCTION ARE TO FACE OF STUD OR MASONRY UNO. D. NEW PARTITIONS WHICH FALL ON COLUMN LINES ARE CENTERED ON NEW PARTITIONS WHICH FALL ON COLUMN LINES ARE CENTERED ON COLUMN LINES UNO. E. ALL NEW WALLS ARE PARTITION TYPE GH4 UNO. (SEE SHEET AE501) ALL NEW WALLS ARE PARTITION TYPE GH4 UNO. (SEE SHEET AE501) F. REFER TO AND COOORDINATE WITH STRUCTURAL, MECHANICAL, REFER TO AND COOORDINATE WITH STRUCTURAL, MECHANICAL, PLUMBING, AND FIRE PROTECTION FOR ADDITIONAL INFORMATION. G. WHEN ADJACENT TO EXISTING CONSTRUCTION, ALIGN FINISHES. (TYP.) WHEN ADJACENT TO EXISTING CONSTRUCTION, ALIGN FINISHES. (TYP.) H. OPENING GLAZING AND FRAME RADIATION PROTECTION, SEE NOTE OPENING GLAZING AND FRAME RADIATION PROTECTION, SEE NOTE SHEET AE601

AutoCAD SHX Text LEVELING LIMIT AREA, COORDINATE WITH STRUCTURAL, SEE 3/AE101 FOR ELEVATION ABOVE CONCRETE SLAB

AutoCAD SHX Text

EXISTING MECHANICAL RISER

AutoCAD SHX Text PROVIDE BLOCKING AS REQUIRED AT VA PROVIDED AND INSTALLED EQUIPMENT. VERIFY LOCATION WITH COR AND REFER TO G003 FOR MOUNTING HEIGHTS

AutoCAD SHX Text

RADIATION SHIELDING AT WALLS AND OPENINGS AS REQUIRED (TYP)

AutoCAD SHX Text EXISTING DOOR AND FRAME COMPONENTS TO REMAIN/PROTECT (REMOVE AND REINSTALL IF REQUIRED)

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DOOR OPERATOR

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1 HOUR FIRE RATED/SMOKE PARTITION

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EXISTING 1 HOUR FIRE RATED PARTITION

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LIMITS OF STAINLESS STEEL WALL PROTECTION

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PLAN NORTH

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TRUE NORTH

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PROJECT LOCATION

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SCALE: 3/8"=1'-0"

AutoCAD SHX Text 0'

AutoCAD SHX Text 8'

AutoCAD SHX Text 6'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

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RADIATION SHIELDING

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STAINLESS STEEL WALL PROTECTION TO MATCH EXISTING

AutoCAD SHX Text

AutoCAD SHX Text INFILL EXIST WINDOW JAMB OPENING WITH 2 " MTL STUDS. 12" MTL STUDS. FLUSH OUT INNER FACE WITH ADJACENT WALL STUDS

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GMS STUD PACK COLUMN

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GMS BOXED HEADER ABOVE

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ISO-CENTER

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AE451

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AutoCAD SHX Text 209A

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ALIGN

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AE351

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EXIST 2" EXPANSION JOINT

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AE101

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Y-Y AXIS

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X-X AXIS

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CLEAR

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AE451

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AE451

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AE103

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AE103

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2" EJ

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2" EJ

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FEC

AutoCAD SHX Text 29'-0"

AutoCAD SHX Text 29'-0"

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AE351

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MED GAS

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MED GAS

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SCRUB

AutoCAD SHX Text 210A

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OR ACCESS VESTIBULE

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FUTURE CLEAN ELEVATOR

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FUTURE CLEAN ELEVATOR

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CORRIDOR

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CC STORAGE

AutoCAD SHX Text 255A

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AP

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AE101

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AutoCAD SHX Text 3/8" = 1'-0"

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FLOOR PLAN

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CLEAR

AutoCAD SHX Text 2.5'

AutoCAD SHX Text A'

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AutoCAD SHX Text 5'

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AutoCAD SHX Text 3'

AutoCAD SHX Text A1'

AutoCAD SHX Text A2'

AutoCAD SHX Text A5'

AutoCAD SHX Text B'

AutoCAD SHX Text C'

AutoCAD SHX Text 3'

AutoCAD SHX Text A.5'

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ISO CENTER

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TABLE/ FLOOR PLATE CENTERLINE

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AD7 UNIVERSAL TABLE FLOOR PLATE, FLUSH WITH SLAB.

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AE101

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AutoCAD SHX Text 1 1/2" = 1'-0"

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FLOOR PLATE PLAN DETAIL

RCP LEGEND

RCP PLAN KEY NOTES

KEY PLAN

CEILING MOUNTED EQUIPMENT KEY NOTES

RCP PLAN GENERAL NOTES

" [1

5m m]

S S

S S

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S

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S

S S

REFLECTED CEILING PLAN

AE102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Renovate and Upgrade Angio OR Suite at the Providence VAMC

Providence, Rhode Island

650-CSI-351

Building #1 Project Director

JANUARY 31, 2024 TS AW / PF / DBRevisions: Date:

AutoCAD SHX Text A. ACT GRIDS ARE CENTERED IN ROOM UNLESS DIMENSIONED OTHERWISE. ACT GRIDS ARE CENTERED IN ROOM UNLESS DIMENSIONED OTHERWISE. B. LIGHTS IN ROOMS WITHOUT CEILINGS ARE CENTERED IN ROOM UNLESS LIGHTS IN ROOMS WITHOUT CEILINGS ARE CENTERED IN ROOM UNLESS DIMENSIONED OTHERWISE. C. CEILING HEIGHTS TO BE 10'-0" UNLESS NOTED OTHERWISE. CEILING HEIGHTS TO BE 10'-0" UNLESS NOTED OTHERWISE. D. PROVIDE ADDITIONAL 24" X 24" ACCESS PANELS WHERE NEEDED FOR PROVIDE ADDITIONAL 24" X 24" ACCESS PANELS WHERE NEEDED FOR ABOVE CEILING UTILITY ACCESS.

AutoCAD SHX Text

GWB CEILING/SOFFIT

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SUPPLY / RETURN GRILLE

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SPRINKLER HEAD. COORDINATE WITH FP DRAWINGS

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EQUIPMENT RAILS FASTENED TO UNISTRUT.

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GWB WITH SC (SPECIAL COATING), SEE FINISH SCHEDULE

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INSTALL AZURION EQUIPMENT ON CEILING MOUNTED RAILS

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UNISTRUT SUPPORT FLUSH WITH CEILING, TYP.

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CEILING MOUNTED RAIL SYSTEM FASTENED TO UNISTRUT

AutoCAD SHX Text CEILING MOUNTED ANESTHESIA MED BOOM - SKYTRON F310 (OR APPROVED EQUAL) GASES (7 INCLUDING NITROGEN AND NITROUS OXIDE, SEE PL101), ELECTRIC, ETC., TO MATCH EXISTING. (SEE KEYNOTE 44 SHEET AE103).

AutoCAD SHX Text CEILING MOUNTED SURGICAL LIGHTS - STRYKER SLX628 WITH ATTACHED LEAD SHEILD ARM AND IN-LIGHT CAMERA OPTIONS (OR APPROVED EQUAL).

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D-MCS SPRING ARM WITH 58" MONITOR

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2'X2' LIGHT FIXTURE

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FLUORO SYSTEM (SEE ANGIO ROOM EQUIPMENT, SHT AE103)

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MCS 58 INCH TV EQUIPMENT RACK CEILING PLATE

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ISO-CENTER, SEE SHEET AE101

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STRUCTURAL UNISTRUT

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CEILING MOUNTED EQUIPMENT

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AP

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ACCESS PANEL

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2X4 ACT CEILING

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GWB CEILING - EXISTING TO REMAIN

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(SEE KEY NOTE 1 SHEET AE103)

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WIRELESS SPEAKER

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PUBLIC ADDRESS SPEAKER

AutoCAD SHX Text S

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DIGITAL TIME-ELAPSED CLOCK - WALL MOUNTED

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OR SCHEDULING MONITOR - WALL MOUNTED

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XRAY IN-USE ILLUMINATED SIGN CENTERED ABOVE DOOR

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PLAN NORTH

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TRUE NORTH

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PROJECT LOCATION

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

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AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 12'

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COATED ACT WITH GASKETED GRID.

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SP

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VL

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TV

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VITALINQ (INTERCOM AND MUSIC) SPEAKER

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TELEVISION

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AutoCAD SHX Text 5'

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AutoCAD SHX Text 3'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 3'

AutoCAD SHX Text A'

AutoCAD SHX Text B'

AutoCAD SHX Text A1'

AutoCAD SHX Text A2'

AutoCAD SHX Text A5'

AutoCAD SHX Text B'

AutoCAD SHX Text C'

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FUTURE CLEAN ELEVATOR

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FUTURE CLEAN ELEVATOR

AutoCAD SHX Text S

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AP

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AP

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AP

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AP

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AP

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AP

AutoCAD SHX Text 900mm ARM

AutoCAD SHX Text 900mm ARM

AutoCAD SHX Text

AP

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AP

AutoCAD SHX Text S

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SP

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VL

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VL

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VL

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VL

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VL

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VL

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SP

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TV

AutoCAD SHX Text C'

AutoCAD SHX Text 5'

AutoCAD SHX Text 4'

AutoCAD SHX Text 3'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 3'

AutoCAD SHX Text A'

AutoCAD SHX Text B'

AutoCAD SHX Text A1'

AutoCAD SHX Text A2'

AutoCAD SHX Text A5'

AutoCAD SHX Text B'

AutoCAD SHX Text C'

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AE102

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AutoCAD SHX Text 1/4" = 1'-0"

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OR RCP PLAN WITH EQUIPMENT

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9'-6 " AFF316" AFF

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AE501

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TYP

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TYP

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9'-10" AFF

AutoCAD SHX Text C'

AutoCAD SHX Text 5'

AutoCAD SHX Text 4'

AutoCAD SHX Text 3'

AutoCAD SHX Text 2.5'

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AutoCAD SHX Text A'

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AutoCAD SHX Text A1'

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AutoCAD SHX Text A5'

AutoCAD SHX Text B'

AutoCAD SHX Text C'

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AE102

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AutoCAD SHX Text 1/4" = 1'-0"

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OR RCP PLAN

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10'-0" AFF

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8'-11" AFF

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10'-0" AFF

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10'-0" AFF

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10'-0" AFF

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10'-0" AFF

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7'-2" AFF (FV)

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10'-0" AFF

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10'-0" AFF

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AP

Auto…