01 G0-00thruCU114.pdf

PDF 18 MB Posted Dec 19, 2023

Attached to: Z2DA--666-21-700 EHRM Infrastructure Upgrades Construction Sheridan WY ( (VA-23-00078941)
Solicitation number: 36C77623B0073_1
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 21, 2023

This solicitation from the Department of Veterans Affairs Technology Acquisition Center Austin is seeking proposals for the Z2DA--666-21-700 EHRM Infrastructure Upgrades Construction project at Sheridan, Wyoming. Offerors are invited to submit proposals by July 15, 2022 for upgrading infrastructure including installing new servers, storage, and network equipment to modernize the electronic health records management system. The base period of performance is from date of award through September 30, 2023 with two optional one-year renewal periods. Pricing shall be fixed for the base period and optional renewal periods. This is a small business set-aside reserved for small business concerns only. The incumbent contractor is not named. Proposals shall include qualifications and experience providing similar IT infrastructure upgrade services and systems integration for healthcare organizations.

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55110

41 42

23 24

71N

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

:1 :5

100% CONSTRUCTION DOCUMENTS

07/13/2023

COVER SHEET

G0-00

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

AuthorChecker

1898 FORT ROAD

SHERIDAN,WY 82801--

666-21-700

ARCHITECT

FOURFRONT DESIGN INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PHONE (605) 342-9470

PROJECT NO. 666-21-700

SHERIDAN VA MEDICAL CENTER

1898 FORT ROAD

SHERIDAN, WYOMING 82801

U.S DEPARTMENT OF VETERAN'S AFFAIRS

VETERAN'S HEALTH ADMINISTRATION

ELECTRICAL ENGINEER

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 348-7455

ENVIRONMENTAL CONSULTANT

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

FIRE PROTECTECTION

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVENUE

WEST ST. PAUL, MINNESOTA 55103

PHONE (612) 387-7050

1/2" = 1'-0"

CAMPUS MAP

karl.person Text Box karl.person Text Box

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

:1 :0

100% CONSTRUCTION DOCUMENTS

07/13/2023

SHEET INDEX

G0-01

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

AuthorChecker

1898 FORT ROAD

SHERIDAN,WY 82801--

666-21-700

SHEET INDEX

E1-71N-1 BUILDING #71N ELECTRICAL PLANS

E1-71N-2 BUILDING #71N ELECTRICAL PLANS

E1-71N-3 BUILDING #71N ELECTRICAL PLANS

E1-86-1A BUILDING #86 ELECTRICAL PLAN

E1-86-1B BUILDING #86 ELECTRICAL PLAN

E1-86-2 BUILDING #86 ELECTRICAL PLAN

E1-86-3 BUILDING #86 ELECTRICAL PLANS

E1-87-1A BUILDING #87 ELECTRICAL PLANS

E1-87-1B BUILDING #87 ELECTRICAL PLANS

E1-90 BUILDING #90 ELECTRICAL PLANS

E1-G-1 GILLETTE CBOC ELECTRICAL PLAN

E2 ELECTRICAL DETAILS

E3 ELECTRICAL DETAILS

E4 ELECTRICAL DETAILS & SCHEDULES

FIRE PROTECTION

FP0-00 SHEET INDEX, SYMBOLS, LEGENDS, AND FIRE PROTECTION GENERAL NOTES

FP1-01 BLDG 1 1ST FLOOR FIRE PROTECTION

FP1-02 BLDG 2 FIRE PROTECTION

FP1-03 BLDG 3 BSMT FIRE PROTECTION

FP1-04 BLDG 4 FIRE PROTECTION

FP1-05 BLDG 5 1ST FLOOR FIRE PROTECTION

FP1-06 BLDG 6 FIRE PROTECTION

FP1-07-B BLDG 7 BSMT FLOOR FIRE PROTECTION

FP1-07-2 BLDG 7 2ND FLOOR FIRE PROTECTION

FP1-08-B BASEMENT DATA CENTER FIRE PROTECTION

FP1-08-1 BLDG 8 FIRE PROTECTION

FP1-09 BLDG 9 FIRE PROTECTION

FP1-11 BLDG 11 FIRE PROTECTION

FP1-24 BLDG 24 FIRE PROTECTION

FP1-31 BLDG 31 FIRE PROTECTION

FP1-32 BLDG 32 FIRE PROTECTION

FP1-35 BLDG 35 FIRE PROTECTION

FP1-36 BLDG 36 FIRE PROTECTION

FP1-37 BLDG 37 FIRE PROTECTION

FP1-42 BLDG 42 FIRE PROTECTION

FP1-61-2 BLDG 61 FIRE PROTECTION

FP1-71-1 BLDG 71 1ST FLOOR FIRE PROTECTION

FP1-71-3 BLDG 71 3RD FLOOR FIRE PROTECTION

FP1-71N-1 BLDG 71N1 FLOOR FIRE PROTECTION

FP1-71N-2 BLDG 71N2 FLOOR FIRE PROTECTION

FP1-86-1 BLDG 86 1ST FLOOR FIRE PROTECTION

FP1-86-3 BLDG 86 3RD FLOOR FIRE PROTECTION

FP1-87 BLDG 87 FIRE PROTECTION

FP1-G GILLETTE FIRE PROTECTION

TELECOMMUNICATIONS SECURITY

TY-000 ELECTRICAL LEGENDS AND ABBREVIATIONS

TY-001 SITE ELECTRICAL/SECURITY NOTES

TY-002 DATA INFRASTRUCTURE SINGLE LINE - PART 1 OF 4

TY-003 DATA INFRASTRUCTURE SINGLE LINE - PART 2 OF 4

TY-004 DATA INFRASTRUCTURE SINGLE LINE - PART 3 OF 4

TY-005 DATA INFRASTRUCTURE SINGLE LINE - PART 4 OF 4

TY-006 SECURITY DETAILS

TY-1-1 BUILDING 1 TR SECURITY

TY-2-1 BUILDING 2 TR SECURITY

TY-3-B BUILDING 3 TR SECURITY

TY-4-1 BUILDING 4 TR SECURITY

TY-5-1 BUILDING 5 TR SECURITY

TY-6-1 BUILDING 6 TR SECURITY

TY-7-2 BUILDING 7 LEVEL 2 TR SECURITY

TY-7-B BUILDING 7 BASEMENT TR SECURITY

TY-8-1 BUILDING 8 LEVEL 1 TR SECURITY

TY-8-B BUILDING 8 BASEMENT TR SECURITY

TY-9-1 BUILDING 9 TR SECURITY

TY-11-1 BUILDING 11 TR SECURTY

TY-24-1 BUILDING 24 TR SECURITY

TY-31-2 BUILDING 31 TR SECURITY

TY-32-1 BUILDING 32 TR SECURITY

TY-35-B BUILDING 35 TR SECURITY

TY-36-1 BUILDING 36 TR SECURITY

TY-37-1 BUILDING 37 TR SECURITY

TY-42-1 BUILDING 42 TR SECURITY

TY-61-2 BUILDING 61 TR SECURITY

TY-71-1 BUILDING 71 LEVEL 1 TR SECURITY

TY-71-3 BUILDING 71 LEVEL 3 TR SECURITY

TY-71N-1 BUILDING 71N LEVEL 1 TR SECURITY

TY-71N-2 BUILDING 71N LEVEL 2 TR SECURITY

TY-86-1 BUILDING 86 LEVEL 1 TR SECURITY

TY-86-3 BUILDING 86 LEVEL 3 TR SECURITY

TY-87-1 BUILDING 87 LEVEL 1 TR SECURITY

TY-90-1 BUILDING 90 LEVEL 1 TR SECURITY

TY-G-1 GILLETTE CBOC TR SECURITY

SHEET INDEX

STRUCTURAL

S1-61-1 STRUCTURAL GENERAL NOTES

S1-61-2 IBC INSPECTION TABLES

S1-61-3 STAIR OPENING FND AND FRAMING PLANS & DETAILS

S1-61-4 STAIR FRAMING PLANS & DETAILS

MECHANICAL

M0.00 ABBREVIATIONS, SYMBOLS, LEGENDS AND MECHANICAL GENERAL NOTES

M1.01.1 BLDG 1 1ST FLOOR PLANS

M1.02 BLDG 2 FLOOR PLANS

M1.03.B BLDG 3 BSMT FLOOR PLANS

M1.04 BLDG 4 PLANS

M1.05.1 BLDG 5 1ST FLOOR PLANS

M1.06 BLDG 6 FLOOR PLANS

M1.07.B BLDG 7 BSMT FLOOR PLANS

M1.07.2 BLDG 7 2ND FLOOR PLANS

M1.08B BLDG 8 BASEMENT DATA CENTER

M1.08 BLDG 8 FLOOR PLANS

M1.09 BLDG 9 FLOOR PLANS

M1.11 BLDG 11 FLOOR PLANS

M1.24 BLDG 24 FLOOR PLANS

M1.31 BLDG 31 FLOOR PLANS

M1.32 BLDG 32 FLOOR PLANS

M1.35 BLDG 35 FLOOR PLANS

M1.36 BLDG 36 FLOOR PLANS

M1.37 BLDG 37 FLOOR PLANS

M1.42 BLDG 42 FLOOR PLANS

M1.61 BLDG 61 FLOOR PLANS

M1.71.1 BLDG 71 1ST FLOOR PLANS

M1.71.3 BLDG 71 3RD FLOOR PLANS

M1.71N.1 BLDG 71N1 FLOOR PLANS

M1.71N.2 BLDG 71N2 FLOOR PLANS

M1.86.1 BLDG 86 1ST FLOOR PLANS

M1.86.3 BLDG 86 3RD FLOOR PLANS

M1.87 BLDG 87 FLOOR PLANS

M1.G GILLETTE FLOOR PLANS

M4.00 MECHANICAL SCHEDULES

M5.00 MECHANICAL DETAILS

M6.00 CONTROL DIAGRAMS 1

M6.01 CONTROL DIAGRAMS 2

PLUMBING

P1.71.3 BLDG 71 3RD FLOOR PLUMBING PLANS

ELECTRICAL

E0-01 OVERALL ELECTRICAL SITE PLAN - AREA A

E0-02 ELECTRICAL SITE PLAN - AREA B

E0-03 A-SIDE FIBER BACKBONE ONE LINE DIAGRAM

E0-04 B-SIDE FIBER BACKBONE ONE LINE DIAGRAM

E1-01 BUILDING #1 ELECTRICAL PLANS

E1-02 BUILDING #2 ELECTRICAL PLANS

E1-03 BUILDING #3 ELECTRICAL PLANS

E1-04-B BUILDING #4 ELECTRICAL PLAN

E1-04-1 BUILDING #4 ELECTRICAL PLANS

E1-04-2 BUILDING #4 ELECTRICAL PLAN

E1-05-1 BUILDING #5 ELECTRICAL PLANS

E1-05-2 BUILDING #5 ELECTRICAL PLANS

E1-06-1 BUILDING #6 ELECTRICAL PLANS

E1-06-2 BUILDING #6 ELECTRICAL PLANS

E1-07-B BUILDING #7 ELECTRICAL PLANS

E1-07-1 BUILDING #7 ELECTRICAL PLANS

E1-07-2 BUILDING #7 ELECTRICAL PLANS

E1-08-B1 BUILDING #8 EXISTING BASEMENT ELECTRICAL PLAN

E1-08-B2 BUILDING #8 NEW CONSTRUCTION BASEMENT ELECTRICAL PLANS

E1-08-1 BUILDING #8 ELECTRICAL PLANS

E1-08-2 BUILDING #8 ELECTRICAL PLAN

E1-09-1 BUILDING #9 ELECTRICAL PLANS

E1-09-3 BUILDING #9 ELECTRICAL PLANS

E1-11 BUILDING #11 ELECTRICAL PLANS

E1-24 BUILDING #24 ELECTRICAL PLANS

E1-31 BUILDING #31 ELECTRICAL PLANS

E1-32 BUILDING #32 ELECTRICAL PLANS

E1-35 BUILDING #35 ELECTRICAL PLANS

E1-36 BUILDING #36 ELECTRICAL PLANS

E1-37 BUILDING #37 ELECTRICAL PLANS

E1-42 BUILDING #42 ELECTRICAL PLANS

E1-61 BUILDING #61 ELECTRICAL PLANS

E1-64-1 BUILDING #64 ELECTRICAL PLANS

E1-64-2 BUILDING #64 ELECTRICAL PLANS

E1-71-1 BUILDING #71 ELECTRICAL PLANS

E1-71-3 BUILDING #71 ELECTRICAL PLANS

SHEET INDEX

GENERAL

G0-00 COVER SHEET

G0-01 SHEET INDEX

G0-02 ABBREVIATIONS, SYMBOLS, LEGENDS AND ARCHITECTURE GENERAL NOTES

G0-03 INFECTION CONTROL RISK ASSESSMENT

G0-04 PARTITION FRAMING DETAILS

HAZAROUS MATERIALS

HA1.04 BLDG 4 HAZARDOUS MATERIALS - ASBESTOS

HA1.05.1 BLDG 5 HAZARDOUS MATERIALS - ASBESTOS

HA1.06 BLDG 6 HAZARDOUS MATERIALS - ASBESTOS

HA1.07.2 BLDG 7 HAZARDOUS MATERIALS - ASBESTOS

HA1.07.B BLDG 7 HAZARDOUS MATERIALS - ASBESTOS

HA1.09 BLDG 9 HAZARDOUS MATERIALS - ASBESTOS

HA1.11 BLDG 11 HAZARDOUS MATERIALS - ASBESTOS

HA1.24 BLDG 24 HAZARDOUS MATERIALS - ASBESTOS

HA1.32 BLDG 32 HAZARDOUS MATERIALS - ASBESTOS

HA1.37 BLDG 37 HAZARDOUS MATERIALS - ASBESTOS

HA1.42 BLDG 42 HAZARDOUS MATERIALS - ASBESTOS

HA1.61 BLDG 61 HAZARDOUS MATERIALS - ASBESTOS

HL1.04 BLDG 4 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.05.1 BLDG 5 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.06 BLDG 6 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.07.2 BLDG 7 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.09 BLDG 9 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.11 BLDG 11 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.24 BLDG 24 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.32 BLDG 32 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.42 BLDG 42 HAZARDOUS MATERIALS - LEAD-BASED PAINT

HL1.61 BLDG 61 HAZARDOUS MATERIALS - LEAD-BASED PAINT

CIVIL

CG100 GENERAL NOTES AND QUANTITIES

CU100 PLAN VIEW

CU101 BUILDING 11 – PLAN AND PROFILE

CU102 BUILDING 24,64 – PLAN AND PROFILE

CU103 BUILDING 31 – PLAN AND PROFILE

CU104 BUILDING 42 MAIN (1) - PLAN AND PROFILE

CU105 BUILDING 42 MAIN (2) – PLAN AND PROFILE

CU106 BUILDING 42 MAIN (3) – PLAN AND PROFILE

CU107 N-S MAIN (1) – PLAN AND PROFILE

CU108 N-S MAIN (2) – PLAN AND PROFILE

CU109 N-S MAIN (3) – PLAN AND PROFILE

CU110 BUILDING 35-37-90-PP – PLAN AND PROFILE

CU111 E-W MAIN (1) – PLAN AND PROFILE

CU112 E-W MAIN (2) - PLAN AND PROFILE

CU113 BUILDING 86 MAIN (1) - PLAN AND PROFILE

CU114 BUILDING 86 MAIN (2) - PLAN AND PROFILE

DT100 DETAILS

ARCHITECTURAL

A1-00 WALL TYPES

A1-01 BLDG 1 1ST FLOOR PLANS

A1-02 BLDG 2 FLOOR PLANS

A1-03 BLDG 3 BSMT FLOOR PLANS

A1-04 BLDG 4 FLOOR PLANS

A1-05 BLDG 5 1ST FLOOR PLANS

A1-06 BLDG 6 FLOOR PLANS

A1-07-B BLDG 7 BSMT FLOOR PLANS

A1-07-2 BLDG 7 2ND FLOOR PLANS

A1-08-B BASEMENT DATA CENTER

A1-08-1 BLDG 8 FLOOR PLANS

A1-09 BLDG 9 FLOOR PLANS

A1-11 BLDG 11 FLOOR PLANS

A1-24 BLDG 24 FLOOR PLANS

A1-31 BLDG 31 FLOOR PLANS

A1-32 BLDG 32 FLOOR PLANS

A1-35 BLDG 35 FLOOR PLANS

A1-36 BLDG 36 FLOOR PLANS

A1-37 BLDG 37 FLOOR PLANS

A1-42 BLDG 42 FLOOR PLANS

A1-61-1 BLDG 61 FLOOR PLANS

A1-61-2 NEW STAIR SECTIONS AND DETAILS

A1-71-1 BLDG 71 1ST FLOOR PLANS

A1-71-3 BLDG 71 3RD FLOOR PLANS

A1-71N-1 BLDG 71N1 FLOOR PLANS

A1-71N-2 BLDG 71N2 FLOOR PLANS

A1-86-1 BLDG 86 1ST FLOOR PLANS

A1-86-3 BLDG 86 3RD FLOOR PLANS

A1-87 BLDG 87 FLOOR PLANS

A1-90 BLDG 90 FLOOR PLANS

A1-G GILLETTE FLOOR PLAN

A5.00 ROOM FINISH SCHEDULE, SIGNAGE SCHEDULE & DETAILS

A6-00 DOOR SCHEDULE, ELEVATIONS AND DETAILS

karl.person Text Box karl.person

# POUND OR NUMBER

& AND

@ AT

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALUM ALUMINUM

ANOD ANODIZED

ASD ALTERNATE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BD BOARD

BLK BLOCK

BM BEAM

B.O. BOTTOM OF

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BLDG BUILDING

BYND BEYOND

CAB CABINET

CER CERAMIC

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMPR COMPRESSIBLE

CONC CONCRETE

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CPT CARPET

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CT CERAMIC TILE

DBL DOUBLE

DEMO DEMOLISH OR DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DN DOWN

DR DOOR

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR OR ELEVATION

EPDM ETHYLENE PROPYLENE DIENE M-CLASS

(ROOFING)

EQ EQUAL

ES EACH SIDE

EXIST EXISTING

EXP Bolt EXPANSION BOLT

EXP JT EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN OR FIRE DEPARTMENT

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FM FILLED METAL

FND FOUNDATION

F.O. FACE OF

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GP GUSSET PLATE

GR GRADE

GYP GYPSUM

HC HOLLOW CORE

HDR HEADER

HEF HORIZONTAL EACH FACE

HI HIGH

HIF HORIZONTAL INSIDE FACE

HM HOLLOW METAL

HOF HORIZONTAL OUTSIDE FACE

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

ICBO INTERNATIONAL CONFERENCE OF BUILDING

OFFICIALS

ID INSIDE DIAMETER

ILO IN LIEU OF

IN INCH

INCL INCLUDE

INSUL INSULATED OR INSULATION

INT INTERIOR

INV INVERT

IRGWB IMPACT RESISTANT GYPSUM WALL BOARD

JST JOIST

JT JOINT

K KIP (1000 POUNDS)

LLV LONG LEG VERTICAL

LP LOW POINT

LVL LEVEL

LW LIGHT WEIGHT

LWC LIGHT WEIGHT CONCRETE

ABBREVIATIONS

R RADIUS

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE RIGHT END

REINF REINFORCED

REF REFERENCE

REQD REQUIRED

RET RETURN

RETG RETAINING

RM ROOM

R.O. ROUGH OPENING

ROW RIGHT OF WAY

SC SOLID CORE

SDI STEEL DECK INSTITUTE

SECT SECTION

SF STEP FOOTING OR SQUARE FOOT

SHT SHEET

SIM SIMILAR

SL SPLICE LENGTH

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLER OR SPEAKER

SQ SQUARE

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STL STEEL

STR STAIR

STRUCT STRUCTURE OR STRUCTURAL

SUP SUPPORT

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

T/D TELEPHONE/DATA

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK OR THICKNESS

THRD THREADED

TLT TOILET

T.O. TOP OF

T.O.C TOP OF CONCRETE

T.O.F TOP OF FRAMING

T.O.S TOP OF STEEL/STUD

T.O.W TOP OF WALL

TPD TOILET PAPER DISPENSER

TYP TYPICAL

U/S UNDERSIDE

UNO UNLESS NOTED OTHERWISE

US UNDERSIDE

VB VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERIFY IN FIELD

VOF VERTICAL OUTSIDE FACE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

WD WOOD

WDW WINDOW

WP WORKING POINT

WRB WEATHER RESISTANT BARRIER

WWF WELDED WIRE FABRIC

MAS MASONRY

MAX MAXIMUM

MCB METAL CORNER BEAD

MECH MECHANICAL

MEMBR MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURED

MIN MINIMUM

MO MASONRY OPENING

MRGWB MOISTURE-RESISTANT GYPSUM

WALL BOARD

MTL METAL

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OZ OUNCE

PC PILE CAP

PCC PRE-CAST CONCRETE

PL PLATE

P.LAM PLASTIC LAMINATE

PLUMB PLUMBING

PLY PLYWOOD

PORC PORCELAIN

PNL PANEL

PNT PAINT OR PAINTED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PT POINT

PR PAIR

PROP PROPERTY

PVC POLYVINYL CHLORIDE

STEEL/METAL

WOOD (ROUGH) BLOCKING OR SHIM

BRICK

GRAVEL

EARTH/ENGINEERED FILL

CONCRETE MASONRY

PLAN AND SECTION

WOOD (ROUGH)

ACOUSTIC CEILING TILE

GYPSUM BOARD

CEILING

CONCRETE

ELEVATION

CENTER LINE

LINE SYMBOLS

GRID LINE

PROPERTY LINE

CUT LINE

BATT INSULATION

WOOD SUBSTRATE

RIGID INSULATION

MATERIAL LEGEND

WM - WALK OFF MAT

EF - EPOXY FLOORING (TROWELED)

FLOORING

BID ALTERNATE

CPT - CARPET

CONC - CONCRETE

PT - PORCELAIN TILE

FIBER CEMENT PANEL SIDING

CORRUGATED METAL PANEL

STANDING SEAM METAL ROOF/

SIDING PANEL

Room name

VIEW NAME

1/8" = 1'-0"1 DRAWING TITLE

SCALE

BUILDING SECTION

DIRECTION OF SIGHT

DRAWING NUMBER

SHEET NUMBER

WALL SECTION

DETAIL CUT

A101

DETAIL CALLOUT

A101

DIRECTION OF SIGHT

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

INTERIOR ELEVATION

DRAWING NUMBER

DIRECTION OF SIGHT

SHEET NUMBER

ROOM TAG

ROOM NAME

ROOM NUMBER

KEYNOTE TAG

5-04 KEYNOTE DESIGNATION

DOOR TAG

DOOR NUMBER

PARTITION TAG

WALL DESIGNATION

WINDOW TAG

WINDOW DESIGNATION

ELEVATION MARKER

HEIGHT

NORTH ARROW

TRUE NORTH

PLAN NORTH

ARCHITECTURAL SYMBOLS

M3A

V.A. SYMBOLS

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE RESISTIVE RATED LINE, 3 HOUR

FIRE RESISTIVE RATED LINE, 4 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 3 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 4 HOUR

V V ITEM - VA SUPPLIED AND INSTALLED

VC ITEM - VA SUPPLIED AND CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED AND INSTALLED

COLUMN GRID

DIMENSION LINE

NORTH ARROW

CL CENTER LINE

1. THESE LEGENDS ARE COMPOSED OF STANDARD

SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON

THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR OTHER LEGENDS MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

LEGEND NOTES:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

100% CONSTRUCTION DOCUMENTS

07/13/2023

ABBREVIATIONS, SYMBOLS, LEGENDS

AND ARCHITECTURE GENERAL NOTES

G0-02

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

AuthorChecker

1898 FORT ROAD

SHERIDAN,WY 82801--

666-21-700 karl.person Text Box karl.person

INFECTION CONTROL RISK ASSESSMENT

STEP ONE:

USING THE FOLLOWING TABLE, IDENTIFY THE TYPE OF CONSTRUCTION PROJECT ACTIVITY (TYPE A-D)

TYPE D

TYPE A

INSPECTION AND NON-INVASIVE ACTIVITIES.

INCLUDES, BUT IS NOT LIMITED TO:

• REMOVAL OF CEILING TILES FOR VISUAL INSPECTION ONLY, E.G., LIMITED TO 1 TILE PER 50

SQUARE FEET.

• PAINTING (BUT NOT SANDING).

• WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO

NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER

THAN FOR VISUAL INSPECTION.

TYPE B

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST

INCLUDES, BUT IS NOT LIMITED TO:

• INSTALLATION OF TELEPHONE AND COMPUTER CABLING.

• ACCESS TO CHASE SPACE.

• CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED.

TYPE C

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION

OR REMOVAL OF OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES.

INCLUDES, BUT IS NOT LIMITED TO:

• SANDING OF WALLS FOR PAINTING OR WALL COVERING.

• REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK.

• NEW WALL CONSTRUCTION.

• MINOR DUCT WORK OR E1ECU?CA? WORK ABOVE CEILINGS.

• MAJOR CABLING ACTIVITIES.

• ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT.

TYPE D

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES, BUT IS NOT LIMITED TO:

• ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS

• REQUIRES HEAVY DEMOLITION ON REMOVAL OF A COMPLETE CABLING SYSTEM

• NEW CONSTRUCTION

STEP TWO: HIGHEST RISK

USING THE FOLLOWING TABLE, IDENTIFY THE PATIENT RISK GROUPS THAT WILL BE AFFECTED. IF

MORE THAN ONE RISK GROUP WILL BE AFFECTED, SELECT THE HIGHER RISK GROUP

LOW RISK MEDIUM RISK HIGH RISK HIGHEST RISK

• OFFICE AREA • CARDIOLOGY

• ECHOCARDIOGRAPHY

• ENDOSCOPY

• NUCLEAR MEDICINE

• PHYSICAL THERAPY

• RADIOLOGY / MRI

• RESPIRATORY THERAPY

• CCU

• EMERGENCY ROOM

• LABOR AND DELIVERY

• LABORATORIES (SPECIMEN)

• MEDICAL UNITS

• NEWBORN NURSERY

• OUTPATIENT SURGERY

• PEDIATRICS

• PHARMACY

• POST ANESTHESIA CARE

UNIT

• SURGICAL UNITS

• ANY AREA CARING FOR

IMMUNOCOMPROMISED

PATIENTS

• BURN UNITS

• CARDIAC CATH LAB

• CENTRAL STERILE SUPPLY

• INTENSIVE CARE UNIT

• NEGATIVE PRESSURE

ISOLATION ROOMS

• ONCOLOGY

• OPERATING ROOMS

INCLUDING C SECTION

ROOMS

STEP THREE:

MATCH THE PATIENT RISK GROUP (LOW, MEDIUM, HIGH, HIGHEST) WITH THE PLANNED ...

CONSTRUCTION PROJECT TYPE (A, B, C, D) ON THE FOLLOWING MATRIX, TO FIND THE ...

CLASS OF PRECAUTIONS ( I, II, III OR IV) OR LEVEL OF INFECTION CONTROL ACTIVITIES REQUIRED.

CLASS I - IV OR COLOR-CODED PRECAUTIONS ARE DELINEATED ON THE FOLLOWING PAGE.

IC MATRIX - CLASS OF PRECAUTIONS: CONSTRUCTION PROJECT BY PATIENT RISK

CONSTRUCTION PROJECT TYPE

PATIENT RISK GROUP TYPE A TYPE B TYPE C TYPE D

LOW RISK GROUP I II II III / IV

MEDIUM RISK GGROUP I II III IV

HIGH RISK GROUP I II III / IV IV

HIGHEST RISK GROUP II III / IV III / IV IV

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND

RISK LEVEL INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

STEP THREE: CLASS IV

DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS BY CLASS

UPON COMPLETION OF PROJECTDURING CONSTRUCTION PROJECT

CLASS I

1. EXECUTE WORK BY METHODS TO MINIMIZE

RAISING DUST FROM CONSTRUCTION

OPERATIONS

2. IMMEDIATELY REPLACE A CEILING TILE

DISPLACED FOR VISUAL INSPECTION

1. CLEAN WORK AREA UPON COMPLETION OF

TASK.

CLASS II

1. PROVIDE ACTIVE MEANS TO PREVENT

AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE

2. WATER MIST WORK SURFACE TO CONTROL

DUST WHILE CUTTING.

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL AIR VENTS.

5. PLACE DUST MAT AT ENTRANCE AND EXIT

OF WORK AREA.

6. REMOVE OR ISOLATE HVAC SYSTEM IN

AREAS WHERE WORK IS BEING PERFORMED.

1. WIPE WORK SURFACES WITH CLEANER /

DISINFECTANT.

2. CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

3. WET MOP AND / OR VACUUM WITH HEPA

VACUUM BEFORE LEAVING WORK AREA.

4. UPON COMPLETION, RESTORE HVAC

SYSTEM WHERE WORK WAS PERFORMED

CLASS III

1. REMOVE OR ISOLATE HVAC SYSTEM IN

AREA WHERE WORK I.E. BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E.

SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH

PLASTIC COVERING AND SEALED

CONNECTION TO WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT)

BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

4. CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING UNLESS SOLID LID.

1. DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE OWNER'S SAFETY

DEPARTMENT AND INFECTION PREVENTION

AND CONTROL DEPARTMENT AND

THOROUGHLY CLEANED BY THE OWNER'S

ENVIRONMENTAL SERVICES DEPARTMENT.

2. REMOVE BARRIER MATERIALS CAREFULLY

TO MINIMIZE SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH CONSTRUCTION.

3. VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

4. WET MOP AREA WITH CLEANER /

DISINFECTANT.

5. UPON COMPLETION, RESTORE HVAC

SYSTEM WHERE WORK WAS PERFORMED

CLASS IV

1. ISOLATE HVAC SYSTEM IN AREA WHERE

WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E.

SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH

PLASTIC COVERING AND SEALED

CONNECTION TO WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT)

BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

4. SEAL HOLES, PIPES, CONDUITS, AND

PUNCTURES.

5. CONSTRUCT ANTEROOM AND REQUIRE ALL

PERSONNEL TO PASS THROUGH THIS ROOM

SO THEY CAN BE VACUUMED USING A HEPA

VACUUM CLEANER BEFORE LEAVING WORK

SITE OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME

THEY LEAVE THE WORK SITE.

6. ALL PERSONNEL ENTERING THE WORK

SITE ARE REQUIRED TO WEAR SHOE

COVERS. SHOE COVERS MUST BE CHANGED

EACH TIME THE WORKER EXITS THE WORK

AREA.

1. DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE OWNER'S SAFETY

DEPARTMENT AND INFECTION PREVENTION

AND CONTROL DEPARTMENT AND

THOROUGHLY CLEANED BY THE OWNER'S

ENVIRONMENTAL SERVICES DEPT.

2. REMOVE BARRIER MATERIAL CAREFULLY

TO MINIMIZE SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH CONSTRUCTION.

3. CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN COVERED CONTAINERS.

4. COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING UNLESS SOLID LID.

5. VACUUM WORK AREA WITH I-IEPA

FILTERED VACUUMS.

6. WET MOP AREA WITH CLEANER /

DISINFECTANT.

7. UPON COMPLETION, RESTORE HVAC

SYSTEM WHERE WORK WAS PERFORMED

1 HOUR SMOKE RATED

TEMPORARY CONSTRUCTION

PARTITION

TEMPORARY CONSTRUCTION BARRIER

PROJECT SCOPE

UNDERSIDE OF EXISTING

DECK

EXISTING FLOOR

A B

C E

G H

H T

V A

S F

L D

V E

AIRTIGHT GASKET SEAL

BETWEEN PANEL AND

EXISTING CEILING,

CONTINUOUS

UNDERSIDE OF EXISTING

DECK

EXISTING CEILING SYSTEM

1 HR SMOKE RATED

PARTITION; ASTM E-84 CLASS

A RATED. EXCEEDS ICRA

CLASS IV REQUIREMENTS.

STARC REALWALL PANEL

SYSTEM TO EXTEND TO

UNDERSIDE OF EXISTING CEILING

EXISTING FLOOR

AIRTIGHT DUAL GASKET SEAL

BETWEEN PANEL AND EXISTING

FLOOR, CONTINUOUS; PER

MANUFACTURER

CEILING GRID ATTACHMENT,

PER REALWALL

MANUFACTURER

3 3/4"

AIRTIGHT GASKET SEAL

BETWEEN PANEL AND

EXISTING CEILING,

CONTINUOUS

1 HR SMOKE RATED

PARTITION; ASTM E-84 CLASS

A RATED. EXCEEDS ICRA

CLASS IV REQUIREMENTS.

STARC REALWALL PANEL

SYSTEM TO EXTEND TO

UNDERSIDE OF EXISTING DECK

AIRTIGHT DUAL GASKET SEAL

BETWEEN PANEL AND EXISTING

FLOOR, CONTINUOUS; PER

MANUFACTURER

3 3/4"

CEILING BRACE AT CEILINGS

THAT EXCEED STANDARD

REALWALL PANEL HEIGHT,

PER REALWALL

MANUFACTURER

SUPPLY DUCTS EITHER

KEEP RUNNING OR

COVER WHEN

RUNNING TO KEEP

DUST OUT

COVER ALL RETURNS AT

THE GRATE/DIFFUSERS

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

SUSPENDED PLASTIC

ZIPPER WALL CURTAIN

BARRIER

FIRE PULL

STATION WITH

AUDIO / VISUAL

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

F L E

X D

U C

2' - 11 7/16"

A P

P R

O X

A .F

POST ICRA,

ILSM, FIRE

INSPECTION

SHEETS VISIBLE

TO PUBLIC

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

V .I .F

E X

W A

L L

V .I .F

E X

W A

L L

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

:2 :5

100% CONSTRUCTION DOCUMENTS

07/13/2023

INFECTION CONTROL RISK

ASSESSMENT

G0-03

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

AuthorChecker

1898 FORT ROAD

SHERIDAN,WY 82801--

666-21-700

GENERAL NOTES:

A. THE ONE-HOUR FIRE-RATED CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED PRIOR TO BEGINNING OTHER WORK.

B. FIRE PROTECTION SYSTEMS SHALL REMAIN FUNCTIONAL FOR OCCUPIED AREAS OF THE FLOOR.

C. PROVIDE FIRE EXTINGUISHERS IN CONSTRUCTION AREA; REVIEW WITH COR AND VA SAFETY GROUP.

D. CONTRACTOR SHALL PROVIDE FIRE WATCH FOR ALL HOT WORK ACTIVITIES AND WHEN FIRE ALARM OR SPRINKLER SYSTEMS

ARE OFFLINE MORE THAN 4HOURS IN A 24 HOUR PERIOD.

E. MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION AREA AT ALL TIMES (24/7), WHETHER OCCUPIED OR NOT, THROUGHOUT DURATION OF PROJECT USING HEPA EQUIPPED AIR FILTRATION UNITS.

F. MAINTAIN EXIT LIGHTS IN CONSTRUCTION AREA.

G. CONSTRUCTION AREA SHALL REMAIN ISOLATED FROM THE OTHER AREAS OF THE MEDICAL CENTER; NO RETURN AIR OR

EXHAUST SHALL PASS INTO THE AREAS OUTSIDE THE CONSTRUCTION AREA.

H. REDIRECT ALL MEDICAL CENTER PERSONNEL, PATIENTS, AND VISITORS SO THEY DO NOT EXIT THROUGH THE CONSTRUCTION AREA. PROVIDE SIGNS ON DOORS INTO THE CONSTRUCTION AREA THAT RED: "CONSTRUCTION AREA -DO NOT

ENTER".

I. GENERAL CONTRACTOR SHALL MAINTAIN DAILY LOGS AND KEEP A CURRENT HOT WORK PERMIT ON SITE.

J. TACKY MATS SHALL BE PLACED AT ALL DOORS INTO THE CONSTRUCTION AREA AND SHALL BE MONITORED TO MAKE SURE

THEY REMAIN EFFECTIVE.

K. MAINTAIN A CLEAN AND ORDERLY CONSTRUCTION AREA TO PREVENT CONTAMINATION OF EXISTING DUCT SYSTEMS.

L. OBTAIN INFECTION CONTROL PERMIT PRIOR TO BEGINNING WORK.

M. ISOLATE HVAC SYSTEM WITHIN CONSTRUCTION AREA TO PREVENT CONTAMINATION OF EXISTING DUCT SYSTEM.

N. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL AREA FROM NON WORK AREA OR

IMPLEMENT CONTROL CUBE METHOD (CART WITH

PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT0 BEFORE

CONSTRUCTION BEGINS.

O. AFTER COMPLETION OF WORK AND BETWEEN PHASES; VACUUM CONSTRUCTION AREA WITH HEPA FILTERED VACUUMS, WET MOP WITH DISINFECTANT, REMOVE CONSTRUCTION BARRIERS (UPON APPROVAL), PATCH OR REPAIR ANY DAMAGE FROM CONSTRUCTION BARRIER REMOVAL, AND REMOVE ISOLATION OF HVAC SYSTEM. UPON COMPLETION, RESTORE HVAC

SYSTEM WHERE WORK WAS PERFORMED.

P. SEAL ALL HOLES, PUNCTURES, AND PENETRATIONS FROM PIPES AND/OR CONDUITS APPROPRIATELY AND IMMEDIATELY TO

MAINTAIN DUCT PROTECTION AND NEGATIVE AIR PRESSURE.

Q. CONSTRUCT ANTEROOM ART ENTRANCES TO CONSTRUCTION AREAS AND REQUIRE ALL CONSTRUCTION PERSONNEL TO PASS THROUGH THIS ROOM TO BEVACUUMED WITH A HEPA VACUUM CLEANER PRIOR TO LEAVING THE SITE OR THEY CAN WEAR

CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE WORK SITE.

Q.A. CONSTRUCTION WORKERS WILL NOT BE ENTERING ANY OCCUPIED VA SPACES.

Q.B. DIRECT ACCESS TO OUT THROUGH ANTEROOM(EXIT/ENTRANCE)

R. ALL PERSONNEL ENTERING WORK SITE (ONLY IF ENTERING VA SPACE) ARE REQUIRED TO WEAR SHOE COVERING.

S. CONSTRUCTION BARRIERS SHALL NOT BE REMOVED UNTIL PROJECT IS COMPLETED AND INSPECTION BY VA SAFETY

PERSONNEL, INFECTION CONTROL GROUP, AND COR.

T. REMOVE BARRIERS MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. COVER TRANSPORT

RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

INFECTION CONTROL NOTES - CLASS IV

CONSTRUCITON:

1/4" = 1'-0"

ICRA SCHEDULE

3/4" = 1'-0"

ICRA BARRIER WALL TYPES

1/2" = 1'-0"

TYPICAL CONSTRUCTION PLAN LAYOUT

1/2" = 1'-0"

ROOM ELEVATION (TYPICAL)

1/2" = 1'-0"

CROSS SECTION 'A'

12" = 1'-0"

ILSM TEMPORARY BARRIER TAG

karl.person Text Box karl.person

1" X 20 GAUGE METAL

STRAP AT 3'-6" O.C.,

EACH SIDE

DOUBLE 20 GAUGE

METAL STUDS AT

BOTH JAMBS

20 GAUGE MINIMUM

METAL TRACK

AT FLOOR

TYPE C

MIN 20 GAUGE METAL STUDS

FACING OPPOSITE

DIRECTIONS TO ALLOW

MOUNTING PLATE

ATTACHMENT

8" MINIMUM, DEEPER IF

REQUIRED

6" MINIMUM, DEEPER IF

REQUIRED

TYPE B

20 GAUGE METAL RUNNER

TRACK - CLIP FLANGES

TO FIT OVER STUDS

TYPE A

M O

U N

G H

E I G

H T

R E

F E

R E

N C

E T

Y P

L M

O U

N T

H E

I G H

T S

R E

F E

R E

N C

E T

Y P

L M

O U

N T

H E

I G H

T S

R E

F E

R E

N C

E T

Y P

GENERAL NOTES:

1. CONTRACTOR SHALL

COORDINATE LOCATIONS

OF HORIZONTAL

FASTENERS. PLAN

WALL FINISH

VERTICAL WALL STUDS

AT 16" [406mm] OR 24" [610mm] O.C.

CUT HORIZONTAL

FASTENER FROM

STUD

FASTEN AT BOTH ENDS

WITH MINIMUM 4 TAPPING

SCREWS.

20 GAUGE METAL TOP TRACK (TYPICAL

UNLESS NOTED OTHERWISE)

ABOVE CEILING

OPENING

PROVIDE DIAGONAL BRACING (AT

45° TYPICAL) OF TOP TRACK AT 48°

O.C. MAX BETWEEN FULL HEIGHT

STUDS

UNDERSIDE OF SLAB,

FLOOR OR ROOF DECK

CEILING LINE

OPENING ABOVE CEILING

WHICH INTERRUPTS LOWER

OPENING JAMB STUDS.

DOUBLE STUDS

DOOR

OPENING

25 GAUGE MINIMUM

BOTTOM TRACK (TYPICAL)

FLOOR LINE

LARGE BELOW

CEILING OPENING

BELOW

CEILING

OPENING

DOUBLE DOOR OPENING

DOOR

OPENING

DOOR

OPENING

NOTES:

1. ALL STUDS ARE SPACED 16" OC MAXIMUM.

2. ALL STUDS SHALL BE "C" STUDS WITH 1/4"

RETURN FLANGE MINIMUM.

3. INDICATES SHELVING OR

CABINETRY.

4. DOUBLE STUDS AT SIDES OF OPENING

SHALL NOT BE CUT FOR DUCT WORK OR

ANY OTHER MECHANICAL SYSTEMS.

5. REFER TO _A-500_ FOR MOUNTING TYPE

DETAILS.

6. PROVIDE PARTITION BRACING AT ALL

ASSEMBLIES OVER 16'-0" IN HEIGHT,

UNLESS NOTED OTHERWISE.

MOUNTING DETAIL

TYPE B

20 GAUGE MINIMUM STUDS

AT WALL MOUNTED

ARCHITECTURAL

CABINETS/MILLWORK/

ATTACHED SHELVING.

DOUBLE

STUDS

4' 6" MAX

DOUBLE STUDS

8' 6" MAX 4' 6" MAX 8' 6" MAX

ALL STUDS ARE TO BE 20 GAUGE

IF GREATER THAN 8' 6"

8' 6" MAX 4' 6" MAX

8' 6" MAX

LARGE ABOVE CEILING

OPENING

ADDITIONAL NOTES:

1. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE

SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY

"LIMIT THE PASSAGE OF SMOKE".

2. CONDITIONS INDICATED TO SHOW DESIGN INTENT, AND NOT

INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY

SIMILAR UL-APPROVED CONTROL JOINTS DESIGNS THAT ARE

APPROPRIATE FOR THE SPECIFIC CONDITION. JOINTS TO BE

SIZED TO ACCOMMODATE MOVEMENT CAPABILITIES OF

FIRESTOP ASSEMBLY.

3. SEE WALL TYPES AND PLAN FOR LOCATIONS OF RATED

WALLS.

CONTROL JOINT,

BOTH SIDES

PARTITION AS

SCHEDULED

CONTROL JOINT,

BOTH SIDES

2 LAYERS OF 5/8"

GYPSUM WALLBOARD

PARTITION AS

SCHEDULED

1 HOUR FIRE RATED

WHI-647-3024

SEALANT BOTH SIDES,

REFERENCE SPECS FOR TYPE

L-BEAD

PARTITION AS

SCHEDULED

CONCRETE, MASONRY OR

STEEL CHANGE IN

CONSTRUCTION

CHANGE IN

CONSTRUCTION

PARTITION AS

SCHEDULED

LC-BEAD

SEALANT, REFERENCE

SPECS FOR TYPE

GYPSUM WALLBOARD

SUSPENDED

CEILING SYSTEM

CONTROL JOINT

CONTROL JOINT,

BOTH SIDES

2 LAYERS OF 5/8" GYPSUM

WALLBOARD

PARTITION AS

SCHEDULED

2 HOUR FIRE RATED

WHI-651-0318.1

SEALANT

1/2" MAX

24' MAX 24' MAX

1/2" MAX

24' MAX

1 1/2"

1/2" MAX

1 1/2"

24' MAX 24' MAX

1/2" MAX

24' MAX 24' MAX

20 GAUGE MINIMUM

METAL TRACK

20 GAUGE MINIMUM

METAL TRACK

METAL STUD TRACK; MATCH

GAUGE AND SIZE TO STUD.

BASE, SEE FINISH SCHEDULE

SEALANT AND BACKER ROD,

EACH SIDE

PARTITION AS SCHEDULED.INSTALL GWPS A

MINIMUM OF 1/4" ABOVE

SUB FLOOR.

NOTE: PROVIDE CONTINUOUS SMOKE SEALANT AT SMOKE PARTITIONS.

CONCRETE BASE

CONCRETE SLAB

SPECIFIED BASE

LOCKER

RESINOUS BASE

METAL STUD OR WOOD

BLOCKING FOR WALL MOUNTED

ITEMS SUCH AS CABINETS, TELEVISION

BRACKETS, COUNTERS, WHITE BOARDS,

AND SIMILAR ITEMS. COORDINATE

REQUIREMENTS WITH ITEM TO BE MOUNTED

FINE, NEAT SEALANT BEAD AT

PERIMETER.

FIRE EXTINGUISHER CABINET, VERIFY

DIMENSIONS WITH MFR.

NOTE:

INSTALL PER MANUFACTURER'S REQUIREMENTS.

PARTITION AS SCHEDULED, SEE LIFE

SAFETY PLAN FOR RATED

PARTITIONS.

DOOR, SEE SCHEDULE

HOLLOW METAL FRAME

SEALANT AT FRAME PERIMETER,

EACH SIDE

METAL STUD WALL, SEE WALL

TYPES

5/8" GYPSUM BOARD

T Y

ADJACENT WALL

S E

E W

A L

L T

Y P

SEE WALL TYPE

FIRE TREATED WOOD

BLOCKING

SEE TOP OF WALL DETAILS SHEET A-010

1/2" SEE

NOTE 1

E Q

M A

V A

1/2"

CONST.

JOINT

RUNNER BET.

STUDS

VARIES

SEE DOOR SCHEDULE

MET. DOOR

FRAME

SHIM AS

REQ'D

DETAIL C

[1 m m

STUD

IDTH

STUDW

IDTH

JAMB DEPTH

MINUS 3/16"

[15mm]

FRAME FACE

MIN

US 3/16

[5mm]

12"M

. [1 3mm]

5/8"M

AX. [1

6mm]

FRAME FACE

MIN

US 3/16

[5mm]

JAMB ANCHORS

(FURNISHED WITH FRAMES)

DETAIL D

1/2" MIN.

[13mm]

PROVIDE SOUND

DEADENING WHERE

REQ'D.

SECTION B

DETAIL CSECTION AELEVATION AT DOOR FRAME ISOMETRIC OF CONSTR. JT.

DOUBLE STUDS

JAMB ANCHOR

SANITARY STOP

SHIM AS REQ'D.

METAL ANCHOR

CLIP

METAL DOOR

FRAME

CONTROL JOINT

GYPSUM WALLBD.

PANELS

DETAIL D

CRIPPLE STUD DO NOT

ANCHOR TO BEARING STUD

VERTICAL STUDS AT 2'-0" [610MM]

MAX. W/GYPSUM WALLBD. 1'-4"

W/GYPSUM LATH AND PLASTER

DOUBLE STUDS FOR SUPPORTING

CONC. BACKER BOARD.

PROVIDE CONTINUOUS BRACING

WHEN STUDS EXCEED 10'-0" AND

ARE FINISHED BOTH SIDES.

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/HINGE

REINFORCEMENT.

NOTE 1: OMIT BRACE WHEN "D"

DIMENSION IS LESS THAN 2'-0"

FOR GYP. WALLBD. OR 16" FOR

PLASTER PARTITION.

FLOOR/ROOF STRUCTURE

*NOTE: CONTROL JOINTS ON EACH SIDE OF DOOR, BOTH SIDES, AS REQUIRED; REVIEW LOCATIONS IN THE FIELD.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

100% CONSTRUCTION DOCUMENTS

07/13/2023

PARTITION FRAMING DETAILS

G0-04

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

AuthorChecker

1898 FORT ROAD

SHERIDAN,WY 82801--

666-21-700

1/4" = 1'-0"

TYPICAL INTERIOR PARTITION FRAMING

3" = 1'-0"

GYPSUM WALLBOARD CONTROL JOINT DETAILS

1" = 1'-0"

OPEN HEADER

1" = 1'-0"

DOOR OPENING JAMB STUDS

1" = 1'-0"

DOOR OPENING HEADER

1" = 1'-0"

SMOKE PARTITION - WALL DETAILS

1 1/2" = 1'-0"

LOCKER BASE

1/4" = 1'-0"

FRAMING ELEVATION

1" = 1'-0"

FIRE EXTINGISHER CABINET SP METAL STUD

1" = 1'-0"

DOOR DETAIL TYPE

1" = 1'-0"

METAL BACKIG DETAILS FOR ACCESSORIES AND EQUIPMENT

3/8" = 1'-0"

PARTITION FRAMING DETAILS

1" = 1'-0"

DETAIL - ANCHORAGE - GRAB BARS AND CABINETS

karl.person Text Box karl.person

Sheridan Wyoming VA Building 4 First Floor Plan

FLOOR GSF: 11,174

BUILDING GSF: 33,628

SCALE:

1/16"=1'-0"

TRAMWAYTRAMWAY

E101

ELEVATOR

HUMAN

RESOURCES

FRONT LOBBY

118SOCIAL WORK

GROUP ROOM

SOCIAL WORK

SUICIDE

PREVENTION

CHIEF OF

SOCIAL WORK

INTERVIEW

ROOM

INTERVIEW

ROOM

INTERVIEW

ROOM

EMPLOYEE

BREAK ROOM

CORR

C101

EXTERIOR

STAIR

ST103

HAC

UNISEX

UNISEX RR

HUD/VASH

SOCIAL WORK

OFFICE

SOCIAL WORK

OFFICE

112A

REAR

LOBBY

118C

TCM/VJO

MFH/HBPC

PORCH

P101

STAIR

ST101

CPAC

OFFICE

HBPC

SUPERVISOR

UNISEX

115B

STORAGE

115A

STAIR

ST102

LOBBY

VENDING

STOR

131A

TOUCHDOWN

SPACE

HUMAN

RESOURCES

RESTROOM

EXTERIOR

STAIR

ST104

HR STAFF

CORR

C102

STORAGE

RESTROOM

HAC

STOR

HR LEAD

ER/LR

BREAKROOM

STOR

120B

KITCHENETTE

120A

HBPC

118B

IT CLOSET

118A

N O R

118A

:1 6:

BLDG 4 HAZARDOUS MATERIALS -

ASBESTOS

HA1.04

METCL

1/8" = 1'-0"1 Floor Plan - Building 4

1/8" = 1'-0"2 Building 4 DEMOLITION PLAN

1/8" = 1'-0"3 Building 4 NEW CONSTRUCTION PLAN

IT CLOSET STAYS IN CURRENT LOCATION.

EXPANDS INTO ADJACENT SPACE.

TOTAL AREA WILL BE 136 SF.

SUMMARY OF ASBESTOS CONTAINING MATERIALS

KEY NOTE DESCRIPTION FRIABLE QTY HATCHING

1 9x9 VINYL FLOOR TILE WITH BLACK MASTIC NF 120 SF

2 WINDOW CAULKING / GLAZING NF 2 EA

3 WINDOW CAULKING / GLAZING NF 4 EA

4 TEXTURED PLASTER GRAY WITH SKIM COAT

WHITE NF 300 SF

5 12"X12" CEILING TILE WITH HOLES AND PUCK

MASTIC NF 140 SF

6 WINDOW CAULKING / GLAZING NF 1 EA

7 WINDOW CAULKING / GLAZING NF 4 EA

8 WINDOW CAULKING / GLAZING NF 1 EA

9 9"X9" VFT BLUE / WHITE WITH BLACK MASTIC NF 150 SF

10 WINDOW CAULKING / GLAZING NF 4 EA

11 LINOLEUM FLOOR (WHITE) NF 280 SF

12 VERMICULITE INSULATION F 280 SF

13 WINDOW CAULKING / GLAZING NF 3 EA

14 WINDOW CAULKING / GLAZING NF 2 EA

15 12"X12" VFT GRAY WITH BLACK MASTIC NF 200 SF

16 9x9 VINYL FLOOR TILE NF 175 SF

17 WINDOW CAULKING / GLAZING NF 2 EA

2 2

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

1898 FORT ROAD

SHERIDAN,WY 82801

ASBESTOS NOTES

GENERAL NOTES:

1. THESE DRAWINGS ARE DIAGRAMMATIC AND FOR GENERAL IDENTIFICATION OF ASBESTOS-CONTAINING MATERIALS (ACM) SUBJECT TO REMOVAL OR DISTURBANCE. THEIR ACCURACY IS NOT GUARANTEED. LOCATIONS AND QUANTITIES SHOWN OF ACM TO BE REMOVED ARE REPRESENTATIVE BASED ON RECENT AND PREEXISTING SITE SURVEY INFORMATION. THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL MATERIAL LOCATIONS AND REMOVAL

QUANTITIES, AND EXISTING SITE CONDITIONS.

2. ASBESTOS REMOVAL IS BEING PERFORMED PURSUANT TO RENOVATION OF THE PROJECT AREAS. REMOVE AND DISPOSE OF ALL ACM IN ACCORDANCE WITH APPLICABLE REGULATIONS, PROJECT SPECIFICATIONS, AND THE APPROVED ASBESTOS HAZARD ABATEMENT PLAN (AHAP). IF SUSPECT ACMS ARE ENCOUNTERED DURING CONSTRUCTION AND DEMOLITION THAT ARE NOT IDENTIFIED ON THE ASBESTOS ABATEMENT DRAWINGS, STOP WORK AND CONTACT THE PROJECT MANAGER AND VPIH.

3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS; PROJECT SPECIFICATIONS, THE APPROVED WORK PLAN, AND ACCEPTED INDUSTRY PRACTICE. WHEN REQUIREMENTS OVERLAP OR CONFLICT, THE MOST STRINGENT REQUIREMENT SHALL APPLY. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE OWNER, THE OWNER'S CONSULTANTS, AND REGULATORY PERSONNEL.

4. DEMOLITION OF NON-ACM BUILDING MATERIALS MAY BE REQUIRED TO ACCESS REGULATED MATERIALS, INCLUDING, BUT NOT LIMITED TO, CABINETS, RAISED FLOORING, GYPSUM WALLBOARD, EXPANDED METAL OR WOOD LATH AND PLASTER WALLS AND CEILINGS, WALL FRAMING, CARPET, CERAMIC AND VINYL FLOOR COVERINGS, WOOD, ETC. THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF NON-ACM MATERIALS AS NEEDED TO ACCESS REGULATED MATERIALS FOR ABATEMENT, AND FOR COORDINATING THE LIMITS OF DEMOLITION AND ABATEMENT WITH THE GENERAL CONTRACTOR.

5. ALL COSTS ASSOCIATED WITH EXPLORATORY DEMOLITION AND DEMOLITION OF NON-ACM MATERIALS NEEDED TO ACCOMPLISH ABATEMENT SHALL BE INCLUDED IN THE ABATEMENT CONTRACTOR'S LUMP SUM PRICE FOR THE PROJECT. NO ADDITIONAL

COMPENSATION SHALL BE CONSIDERED FOR THIS WORK.

ASBESTOS NOTES:

1. THE PROJECT AREA WAS RECENTLY SURVEYED FOR ACM. REFER TO THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED SEPTEMBER 1, 2021 (REVISED ON AUGUST 12, 2022), FOR MORE INFORMATION ABOUT

ACMS IDENTIFIED IN THE PROJECT AREA.

2. CONCEALED ACM PIPE INSULATION (TSI) MAY EXIST WITHIN WALLS, PIPE CHASES AND ABOVE RIGID CEILINGS. COORDINATE ACCESS WITH DEMOLITION DRAWINGS AND THE GENERAL CONTRACTOR. SOME EXPLORATORY DEMOLITION MAY BE REQUIRED

TO DETERMINE IF CONCEALED ACM IS PRESENT.

3. IF SUSPECT ACM IS DISCOVERED IN CONSTRUCTION, STOP WORK AND CONTACT GENERAL CONTRACTOR, VA

REPRESENTATIVES AND VPIH.

4. GASKETS AND PACKINGS ARE CONCEALED IN VALVES, EQUIPMENT, STEAM TRAPS, BOILERS AND FLUES AND ARE INACCESSIBLE FOR SAMPLING. GASKETS AND PACKINGS ARE ASSUMED AS ACM UNLESS SAMPLED, ANALYZED, AND DETERMINED TO BE

NON-ASBESTOS.

5. ESTABLISH REGULATED AREAS (RA) AND NEGATIVE PRESSURE ENCLOSURES (NPE) AND PERFORM REMOVAL IN ACCORDANCE WITH APPLICABLE SPECIFICATION SECTIONS: SEC 02 82 11, TRADITIONAL ASBESTOS ABATEMENT; SEC 02 82 13-19, ASBESTOS

FLOOR TILE AND MASTIC ABATEMENT.

6. FINALIZE LIMITS OF REGULATED AREAS, LOCATIONS OF NEGATIVE AIR MACHINES (NAM), PERSONAL DECONTAMINATION FACILITIES (PDF), AND WASTE DECONTAMINATION FACILITIES (WDF) BASED ON SITE CONDITIONS, BEST PRACTICES AND

PHASING REQUIREMENTS.

7. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS FOR ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED GREATER THAN -0.02” WCG PRESSURE. CONFIGURE AND PLACE NAMS AS NEEDED TO MAXIMIZE AIR MOVEMENT AND PREVENT DEAD AIR SPACE. COORDINATE NEGATIVE AIR DISCHARGE LOCATIONS WITH GENERAL CONTRACTOR, OWNER'S

REPRESENTATIVE, AND VPIH, IF NEEDED.

8. NOTE: ASBESTOS-CONTAINING MATERIALS HAVE BEEN REPORTED IN THE GLAZING/ CAULKING ASSOCIATED WITH THE WINDOW SYSTEMS THROUGHOUT THE CAMPUS. DURING RENOVATIONS, IT IS RECOMMENDED TO AVOID DISTURBING THESE MATERIALS WHENEVER POSSIBLE TO MINIMIZE THE RISK OF ASBESTOS EXPOSURE. IN THE EVENT THAT THE REMOVAL OF THESE MATERIALS BECOMES NECESSARY, IT IS MANDATORY THAT ASBESTOS ABATEMENT PROCEDURES, AS STIPULATED IN THE

PROJECT SPECIFICATIONS, BE STRICTLY ADHERED TO.

ASBESTOS ABATEMENT PHASING:

1. THE ABATEMENT CONTRACTOR SHALL WORK CLOSELY WITH THE GENERAL CONTRACTOR, CONTRACTING OFFICER, OWNER OR OWNER'S REPRESENTATIVE, AND/OR THE VPIH TO COORDINATE REMOVAL OF ACM IN ACCORDANCE WITH PROJECT SCHEDULING, SEQUENCING, AND PHASING REQUIREMENTS. SOME AFTER HOURS AND WEEK-END WORK MAY BE REQUIRED.

PHASING IS SUBJECT TO CHANGE TO ACCOMMODATE SITE CONDITIONS AND FACILITY OPERATIONS.

666-21-700

100% CONSTRUCTION DOCUMENTS

7/13/2023 karl.person Text Box karl.person

A1.05.1

114A

:1 9:

HA1.05.1--

1/8" = 1'-0"1 Floor Plan - Building 5.1

1/4" = 1'-0"2 Building 5 NEW CONSTRUCTION PLAN

14 14

MET

BLDG 5 HAZARDOUS MATERIALS -

ASBESTOS

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

1898 FORT ROAD

SHERIDAN,WY 82801

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C. CL

ASBESTOS NOTES

GENERAL NOTES:

QUANTITIES, AND EXISTING SITE CONDITIONS.

COMPENSATION SHALL BE CONSIDERED FOR THIS WORK.

ASBESTOS NOTES:

ACMS IDENTIFIED IN THE PROJECT AREA.

TO DETERMINE IF CONCEALED ACM IS PRESENT.

3. IF SUSPECT ACM IS DISCOVERED IN CONSTRUCTION, STOP WORK AND CONTACT GENERAL CONTRACTOR, VA

REPRESENTATIVES AND VPIH.

NON-ASBESTOS.

FLOOR TILE AND MASTIC ABATEMENT.

PHASING REQUIREMENTS.

7. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS FOR ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED GREATER THAN -0.02” WCG PRESSURE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 19, 2023.