Attachment 03 - Set 1_G Series_Part1.pdf

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

2/23/2024COMPLIANCY REVIEW COMPLETED

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11/23/2020

COVER SHEET

G-000

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

1 138

STERILE PROCESSING SERVICE

OMAHA VA MEDICAL CENTER

DEPARTMENT OF VETERAN'S AFFAIRS

4101 WOOLWORTH AVE #4199,

OMAHA, NE 68105

PROJECT NO. 636-502

VA

U.S DEPARTMENT OF VETERAN'S AFFAIRS

VETERAN'S HEALTH ADMINISTRATION

SPS NEW ADDITION_________________________________

PARKING #1

PROJECT

LOCATION

PARKING #2

PARKING #3

PARKING #4

PARKING #5

PARKING #6

PARKING #7

PARKING #8

PARKING #9

PARKING #10

PARKING #11

PARKING #12

PARKING #13

SIDEWALKS LOCATED

OUTSIDE OF BOUNDARY

TO REMAIN OPEN FOR

PUBLIC USE

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. MAINTAIN FIRE WATCH WHEN DOUBLE EGRESS

DOOR IS BLOCKED.

MAP LEGEND

TEMPORARY

CONSTRUCTION SAFETY

FENCE.

HAUL ROUTE

MATERIAL DELIVERY ROUTE

AREA FOR CONSTRUCTION

MATERIAL LAYDOWN AND CRANE

LIFTS. LIFT BOUNDARIES TO BE

COORDINATED AND REQUIRE

APPROVAL FROM CONTRACTING

OFFICER REPRESENTATIVE.

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

2/23/2024COMPLIANCY REVIEW COMPLETED

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/2

:4

:2

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

LOCATION MAP

G-001

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

2 138

3/4" = 1'-0"

LOCATION MAP

11 ACC CONSTRUCTION AREA

10 DIALYSIS, WAREHOUSE, LAUNDRY

9 PSYCHOSOCIAL REHABILITATION AND RECOVERY CENTER (PRRC)

8 MAIN BUILDING

7 DENTAL CLINIC

6 CONSTRUCTION AREA

5 VETERAN/VISITOR SMOKING SHELTER

1 FISHER HOUSE CONSTRUCTION AREA

NO. BUILDING NAME

BUILDING SCHEDULE

13 RESTRICTED

12 EMPLOYEE

11 VETERAN

10 RESTRICTED

9 VETERAN

8 RESTRICTED

7 WHITE DECAL

6 SERVICE CONNECTED

5 HANDICAP EMPLOYEE

4 PATIENT, VOLUNTEER, VISITOR

3 VETERAN

2 VETERAN

1 PARKING STRUCTURE

NO. BUILDING NAME

PARKING SCHEDULE

GENERAL NOTES:

N

N

PLAN

NORTH

TRUE

NORTH

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:5

:5

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

PROJECT DIRECTORY, DRAWING

INDEX AND GENERAL NOTES

G-002

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

3 138

ARCHITECT

JOEL SIMONYAK, AIA, NCARB

MECHANICAL ENGINEER

MATT KOSCAK, PE

ELECTRICAL ENGINEER

RAY DAWES, PE

STRUCTURAL ENGINEER

LUCAS FRIED, PE, SE

FOURFRONT DESIGN INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PHONE (605) 342-9470

ALBERTSON ENGINEERING INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PHONE (605) 274-0880

FIRE PROTECTION ENGINEER

DONNA KOHLAN, PE, FPE

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

(402) 330-5900

PROJECT DIRECTORY:

GENERAL NOTES:

1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND

ORDINANCES.

2. THE CONTRACTOR SHALL PERFORM ALL TESTING AND INSPECTIONS AS

SPECIFIED, OR AS NECESSARY TO DEMONSTRATE A COMPLETE AND

SATISFACTORY INSTALLATION.

3. THE CONTRACTOR SHALL PROTECT EXISTING BUILDING AND SITE

MATERIALS SCHEDULED TO REMAIN, AND SHALL BE RESPONSIBLE FOR

DAMAGE TO THE SAME RESULTING FROM WORK UNDER THIS CONTRACT.

THE CONTRACTOR SHALL RESTORE DAMAGED EXISTING BUILDING

AND SITE MATERIALS TO THEIR ORIGINAL CONDITION.

4. CONTRACTOR SHALL EXERCISE CAUTION TO AVOID ANY DAMAGE WHEN

PERFORMING EARTHWORK, PAVING, OR ANY CONSTRUCTION IN THE

VICINITY OF EXISTING UTILITIES, BUILDINGS, AND LANDSCAPING.

5. CONTRACTOR SHALL INSPECT SITE AND FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY ARCHITECT/CONTRACTING OFFICER REPRESENTATIVE

IMMEDIATELY OF ANY DISCREPANCIES.

6. CONTRACTOR SHALL COORDINATE ALL WORK AND SHOP DRAWINGS WITH

OTHER TRADES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK.

CONTRACTOR SHALL ANTICIPATE AREAS WHERE THE INSTALLATION OF

MECHANICAL AND ELECTRICAL WORK WILL BE RESTRICTED, CONGESTED, OR

DIFFICULT TO INSTALL, AND SHALL COORDINATE INSTALLATION BETWEEN ALL

TRADES.

8. SUB-CONTRACTOR SHALL COORDINATE LOCATIONS FOR ALL MECHANICAL

AND ELECTRICAL ITEMS WITH THE GENERAL CONTRACTOR. CONTRACTOR

SHALL NOTIFY ARCHITECT/CONTRACTING OFFICER REPRESENTATIVE OF ANY

DISCREPANCIES PRIOR TO INSTALLATION AND/OR FABRICATION.

9. ALL DIMENSIONS LOCATING BUILDING AND SITE IMPROVEMENTS ARE TO FACE

OF BUILDING, BACK OF CURB, OR EDGE OF WALK, AND RUN PARALLEL OR

PERPENDICULAR TO EXISTING ROADS.

10. ALL BUILDING DIMENSIONS ARE TO FACE OF STUD, FACE OF MASONRY, AND

EXTERIOR WINDOW OR DOOR ROUGH OPENING.

11. ALL ANGLES ON PLANS ARE 45- OR 90-DEGREES, UNLESS NOTED OTHERWISE.

CURVED ELEMENTS ARE LOCATED AS DIMENSIONED.

12. ALL ELEVATIONS INDICATED ON THE DRAWINGS ARE BASED ON A FIRST

FLOOR DATUM OF +100'-0”. WHERE ITEMS ARE LABELED A.F.F. (ABOVE

FINISHED FLOOR), CONTRACTOR SHALL SET THE ITEM AS MEASURED FROM

THE LOCAL FLOOR ELEVATION. COORDINATE ANY DISCREPANCIES

REGARDING THIS SITUATION TO ASSURE THAT ALL BUILDING COMPONENTS

ARE PROPERLY SET TO FUNCTION AS INTENDED.

14. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

15. SEE FIRE PROTECTION PLANS FOR LOCATIONS OF FIRE- AND SMOKE-RATED

PARTITIONS.

16. INSTALL BLOCKING WITHIN PARTITIONS AS REQUIRED FOR INSTALLATION OF

WALL-MOUNTED CABINETS, TOILET ACCESSORIES, WALL STOPS, AND

MISCELLANEOUS ITEMS.

17. LOCATE INTERIOR CONTROL JOINTS WHERE INDICATED, BUT AT A MINIMUM

TO DIVIDE ALL GYPSUM BOARD INTO SECTIONS NOT EXCEEDING 30-FEET IN

LENGTH.

18. ALL CEILING GRID SHALL BE CENTERED WITHIN THE ROOM OR CORRIDOR IN

WHICH IT OCCURS, UNLESS SHOWN OTHERWISE.

19. ALL CEILING HEIGHTS LISTED IN THE ROOM FINISH SCHEDULE ARE FROM THE

FINISH FLOOR OF THE LISTED ROOM, UNLESS NOTED OTHERWISE.

20. ALL CHANGES IN FLOOR MATERIALS OCCUR AT THE FOLLOWING LOCATIONS,

UNLESS NOTED OTHERWISE: 1) AT THE CENTER LINE OF DOORS IN THE

CLOSED POSITION, OR; 2) AT THE CENTER LINE OF OPENINGS SEPARATING

ROOMS.

24. WHERE METAL STUDS EXTEND TO THE STRUCTURE ABOVE, PROVIDE

DOUBLE-HEAD TRACK TO ALLOW FOR 3/4” MINIMUM DEFLECTION OF THE

STRUCTURE.

25. ALL MASONRY REINFORCEMENT IS INDICATED ON THE STRUCTURAL

DRAWINGS.

26. ALL EXTERIOR CONTROL JOINTS SHALL RECEIVE BACKER ROD AND SEALANT.

27. IN SOME INSTANCES, THERMAL AND SOUND INSULATION HAS BEEN OMITTED

FROM DETAILS FOR CLARITY. SEE SPECIFICATIONS, PARTITION TYPES, AND

WALL SECTIONS FOR LOCATIONS REQUIRING INSULATION.

28. THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND

EVERY CONDITION OR DETAIL OF CONSTRUCTION IN REGARD TO THE AIR AND

MOISTURE RETARDER. THE CONTRACTOR HAS RESPONSIBILITY FOR

ENSURING THE AIR- AND WATER-TIGHT INTEGRITY OF THE STRUCTURE.

SHEET INDEX

MECHANICAL

M 0.00 SYMBOLS, LEGENDS AND ABBREVIATIONS

M 1.01 MECHANICAL ROOF DEMOLITION PLAN

M 2.01 INTERSTITIAL SPACE PIPING REMODEL PLAN

M 2.02 LEVEL 3 MECHANICAL PIPING REMODEL PLAN

M 2.03 INTERSTITIAL SPACE HVAC DUCT REMODEL PLAN

M 2.04 LEVEL 3 HVAC DUCT REMODEL PLAN

M 2.05 STEAM PIPING REMODEL PLAN

M 2.06 MECHANICAL ROOF PLAN

M 3.01 MECHANICAL SECTIONS

M 4.01 LARGE - SCALE VIEWS

M 5.00 MECHANICAL DETAILS BUILDING 5 - DRY SIDE 1

M 5.01 MECHANICAL DETAILS BUILDING 5 - DRY SIDE 2

M 5.10 MECHANICAL DETAILS BUILDING 5 - WET SIDE 1

M 5.11 MECHANICAL DETAILS BUILDING 5 - WET SIDE 2

M 5.12 MECHANICAL DETAILS BUILDING 5 - WET SIDE 3

M 6.01 MECHANICAL SCHEDULES (PID)

M 6.01A MECHANICAL SCHEDULES 2 (PID)

M 6.02 PIPING AND INSTRUMENTATION DIAGRAM (PID)

M 6.03 ZONE/ROOM PRESSURE AND FLOWS DIAGRAM

M 6.04 CONTROL DIAGRAMS AHU-1 AND EF-1

M 6.05 CONTROL DIAGRAMS AHU-2

M 6.06 CONTROL DIAGRAMS VAV’S AND VV’S

M 6.07 CONTROL DIAGRAMS CHILLED WATER SYSTEMS

M 6.08 MECHANICAL CONTROLS CHILLED WATER SEQUENCE OF

OPERATIONS

M 7.01 DUCTWORK ISOMETRIC VIEWS

M 7.02 MECHANICAL PIPING ISOMETRIC VIEWS

PLUMBING

P 0.00 SYMBOLS, LEGENDS AND ABBREVIATIONS

P 1.00 EXISTING ROOF PLUMBING DEMOLITION PLAN

P 1.01 FIRST FLOOR DRAIN, WASTE AND VENT PLAN

P 1.02 INTERSTITIAL SPACE WATER AND COMPRESSED AIR PLAN

P 1.03 INTERSTITIAL SPACE DRAIN, WASTE AND VENT PLAN

P 1.04 LEVEL 3 SPS WATER AND COMPRESSED AIR PLAN

P 1.05 LEVEL 3 DRAIN, WASTE AND VENT PLAN

P 1.06 PLUMBING ROOF PLAN

P 2.01 WATER AND COMPRESSED AIR ISOMETRIC VIEWS

P 2.02 DRAIN, WASTE AND VENT ISOMETRIC VIEWS

P 3.01 PLUMBING SECTIONS

P 5.01 PLUMBING DETAILS

P 5.02 PLUMBING DETAILS

P 6.01 PLUMBING SCHEDULES

ELECTRICAL

E-000 LEGENDS AND ABBREVIATIONS

E-001 PANEL SCHEDULES

E-002 PANEL SCHEDULES CONTINUED

E-003 ELECTRICAL SCHEDULES

E-004 ELECTRICAL DETAILS

E-005 TELECOMMUNICATIONS DETAILS

E-006 TELECOMMUNICATIONS DETAILS

E-007 ELECTRICAL SERVICE DETAILS

E-008 ELECTRICAL SERVICE PATHWAY PLANS

E-009 ELECTRICAL POWER SCHEMATIC AND INTERSTITIAL SPACE

PLANS

E-010 THIRD LEVEL POWER DISTRIBUTION PLAN

ED-100 SECOND LEVEL ELECTICAL DEMOLITION PLAN

ED-101 ICU CEILING DEMOLITION PLAN

E-100 SECOND LEVEL POWER PLAN

E-101 THIRD LEVEL POWER PLAN

E-102 ROOF LEVEL ELECTRICAL PLAN

E-200 SECOND LEVEL LIGHTING PLAN

E-201 THIRD LEVEL LIGHTING PLAN

E-301 LEVEL THREE SPECIAL SYSTEMS PLAN

E-302 LEVEL 3 SPECIAL SYSTEMS ROUTING PLAN

FIRE PROTECTION

FA-000 FIRE ALARM GENERAL NOTES & SYMBOLS

FA-100 FIRE ALARM PLAN - 1ST AND 2ND LEVEL

FA-101 FIRE ALARM PLAN - 3RD LEVEL

FX-000 FIRE SUPPRESSION GENERAL NOTES AND DETAILS

FX-100 FIRE SUPPRESSION PLAN - 1ST AND 2ND LEVEL

FX-101 FIRE SUPPRESSION PLAN - 3RD LEVEL

FX-400 FIRE SUPPRESSION LARGE SCALE PLAN AND SECTIONS

SHEET INDEX

GENERAL

G-000 COVER SHEET

G-001 LOCATION MAP

G-002 PROJECT DIRECTORY, DRAWING INDEX AND GENERAL NOTES

G-003 ABBREVIATIONS, LEGENDS AND SYMBOLS

G-004 INFECTION CONTROL RISK ASSESSMENT

G-005 PHASING PLAN - LEVEL 1, 2 & 3

G-101 CODE PLAN

G-200 LIFE SAFETY PLAN - 2ND LEVEL

G-201 LIFE SAFETY PLAN - 3RD LEVEL

CIVIL

V-100 SITE TOPOGRAPHICAL SURVEY

C-100 SITE GENERAL NOTES

CD100 DEMOLITION PLAN

CS100 SITE PLAN

CG100 GRADING AND STAKEOUT PLAN

CG101 EROSION CONTROL PLAN

CU100 SANITARY SEWER PLAN

CP100 JOINTING PLAN

CT100 TRAFFIC CONTROL PLAN

C-500 CIVIL DETAILS #1

C-501 CIVIL DETAILS #2

C-502 CIVIL DETAILS #3

ARCHITECTURAL

AD-100 DEMOLITION CEILING PLAN - FIRST LEVEL

AD-101 DEMOLITION PLAN - 2ND LEVEL

AD-102 DEMOLITION CEILING PLAN - 2ND LEVEL

AD-103 DEMOLITION PLAN - 3RD LEVEL

AD-104 DEMOLITION - NORTH ELEVATION & DETAILS

A-000 WALL TYPES & DETAILS

A-001 PARTITION FRAMING DETAILS

A-010 HEAD OF WALL DETAILS

A-020 PLAN DETAILS

A-021 PLAN DETAILS

A-100 NEW FLOOR PLAN - 2ND LEVEL

A-101 NEW FLOOR PLAN - 3RD LEVEL

A-103 DIMENSION PLAN 3RD LEVEL

A-110 REFLECTED CEILING PLAN - 2ND LEVEL

A-111 REFLECTED CEILING PLAN - 3RD LEVEL

A-112 CEILING DETAILS

A-120 NEW ROOF PLAN

A-121 ROOF DETAILS

A-200 EXTERIOR ELEVATIONS

A-201 EXTERIOR ELEVATIONS

A-300 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-400 ENLARGED STAIR PLANS, SECTIONS AND DETAILS

A-401 SECTION DETAILS

A-402 SECTION DETAILS

A-403 SECTION DETAILS

A-404 CART WASH DETAILS

A-500 ROOM FINISH SCHEDULE

A-510 FLOOR FINISH PLAN - 2ND LEVEL

A-511 FLOOR FINISH PLAN - 3RD LEVEL AND FLOORING TRANSITION

DETAILS

A-512 WALL PROTECTION PLANS

A-513 WALL PROTECTION DETAILS

A-520 ENLARGED PLAN AND INTERIOR ELEVATIONS

A-521 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-522 INTERIOR ELEVATIONS

A-530 SIGNAGE DETAILS

A-600 DOOR SCHEDULE, ELEVATIONS AND DETAILS

A-610 WINDOW ELEVATIONS AND DETAILS

EQUIPMENT

QH-100 SPS MEDICAL EQUIPMENT PLAN

QH-101 SPS MEDICAL EQUIPMENT SCHEDULE

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 IBC INSPECTION TABLES

S-003 SNOW DRIFT AND WIND UPLIFT PLANS

S-102 LEVEL (02) INTERSTITIAL FRAMING PLAN LEVEL

S-103 LEVEL (03) FLOOR FRAMING PLAN

S-104 LEVEL (04) ROOF FRAMING PLAN

S-401 LATERAL FRAMING ELEVATIONS

S-402 LATERAL FRAMING ELEVATIONS

S-403 LATERAL FRAMING DETAILS & SCHEDULE

S-404 ENLARGED STAIR FRAMING PLANS

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

S-601 STANDARD DETAILS/SCHEDULES

CIVIL ENGINEER

SHANE MATT, PE

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 791-1736

# 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 TILE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

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 BLT 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

ABBREVIATIONS

R RADIUS

RB RUBBER BASE

RBT RUBBER TILE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCED

REF REFERENCE

REQD REQUIRED

RET RETURN

RM ROOM

R.O. ROUGH OPENING

ROW RIGHT OF WAY

SAB SOUND ATTENUATION BLANKET

SC SOLID CORE

SECT SECTION

SHT SHEET

SIM SIMILAR

SL SPLICE LENGTH

SLC SEALED CONCRETE

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

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

VWC VINYL WALL COVERING

W/ WITH

WD WOOD

WDW WINDOW

WP WORKING POINT

WRB WEATHER RESISTANT BARRIER

WWF WELDED WIRE FABRIC

FD FLOOR DRAIN OR FIRE DEPARTMENT

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FM FILLED METAL

FND FOUNDATION

F.O.M. FACE OF MASONRY

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GND GROUND

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

MAS MASONRY

MAX MAXIMUM

MCB METAL CORNER BEAD

MECH MECHANICAL

MEMBR MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURED

MIN MINIMUM

M.O. 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

P PAINT

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

THE LIST OF ABBREVIATIONS MAY

CONTAIN ITEMS THAT ARE NOT SHOWN

ON THE DRAWINGS AND DO NOT OCCUR

IN THE PROJECT.

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

SPRAY FOAM INSULATION

Room name

1t

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

A101

A101

A101

DIRECTION OF SIGHT

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

EXTERIOR/INTERIOR

ELEVATION

DRAWING NUMBER

DIRECTION OF SIGHT

SHEET NUMBER

ROOM TAG

ROOM NAME

ROOM NUMBER

KEYNOTE TAG

5-04

KEYNOTE DESIGNATION

101 DOOR TAG

DOOR NUMBER

1i

PARTITION TAG

WALL DESIGNATION

WINDOW TAG

WINDOW DESIGNATION

ELEVATION MARKER

HEIGHT

NAME

ELEVATION

ARCHITECTURAL SYMBOLS

HEIGHT DESIGNATION(8'-0")

XX

EQUIPMENT TAG

EQUIPMENT NUMBER

XXXXX

FURNISHING TAG

FURNISHING NUMBER

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

V V ITEM - VA SUPPLIED AND INSTALLED

VC ITEM - VA SUPPLIED AND CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED AND INSTALLED

A

COLUMN GRID

DIMENSION LINE

NORTH ARROW

CL CENTER LINE

LEGEND NOTES:

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

AND ARE PERNTINENT 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.

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:4

:2

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

ABBREVIATIONS, LEGENDS AND

SYMBOLS

G-003

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

4 138143

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

DN

UP

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. MAINTAIN FIRE WATCH WHEN DOUBLE EGRESS

DOOR IS BLOCKED.

1 HOUR SMOKE RATED

TEMPORARY CONSTRUCTION

PARTITION

TEMPORARY CONSTRUCTION BARRIER

PROJECT SCOPE

1906B

1900A

C

C

1908B1907B

1907A 1908A

1902A

1913A

A

1900B

SEE DETAIL 3/G-004 FOR

TEMPORARY CONSTRUCTION

VESTIBULE

1802B

1802A

1802C

E2418

E2543B

E2543C

E2419E

E2420

E2421 E2421A

E2443 E2442

E2417

SEE DETAIL 3/G-004 FOR

TEMPORARY CONSTRUCTION

VESTIBULE

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

T

2' - 11 1/2"

G-006

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

A

B

C

D

F

H

K

13455'7 68910

G

22.7

E1510E1511 E1512

E1514

E1515

E1516

E1517E1519

E1520

E1557

EC250

EC250

E1700

E1701

E1702 E1704

E1705 E1707

E1708

E1709

E1710

E1711

E1712

E1713

E1711A

E1711B

E1731

E1732

E1733

E1734

E1735

E1736

E1737

E1738 E1738A

E1755

E1756

E1757

E1758

E1759

E1760

E1761

E1762

E1763

EC255

EC255

EC250

EC255

E1777

E1779 E1781 E1783 E1785E1787

E1788

E1789

E1786A

EM101

E1732

E1431E1429E1427E1425E1423E1421

EC245

E1501 E1502 E1503E1504

E1505AE1505

E1508

E1507

E1509 E1506

E1513

E1786E1784

E1782 E1625

E1801

E1778 E1778A

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:4

:3

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

INFECTION CONTROL RISK

ASSESSMENT

G-004

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

5 138

GENERAL NOTES:

1/16" = 1'-0"

INFECTION CONTROL - LEVEL 3

ROOM SCHEDULE, THIRD LEVEL

Number Name

1802 INTERSTITIAL SPACE

1802A ELECTRICAL

1802B ELECTRICAL

1802C ELECTRICAL

1803 STAIRS

1900 CORRIDOR

1900A CORRIDOR

1900B CORRIDOR

1901 OPEN SPACE

1902 IT

1902A MECH. CHASE

1903 ANTEROOM, SOILED TRANSITION / DROP-OFF

1904 SCOPE DROP OFF

1905 SCOPE PROC

1906A SCOPE ANTE

1906B SCOPE STG

1907 WOMEN'S LOCKER

1907A WOMEN'S RR

1907B WOMEN'S RR

1907C WOMEN'S SHOWER

1908 MEN'S LOCKER

1908A MEN'S RR

1908B MEN'S RR

1908C MEN'S SHOWER

1909 BREAK ROOM

1910 OPEN OFFICE/TRAINING

1911 ANTE VENDOR DROP OFF

1912 H2O

1913 CART PASS

1913A MECH. CHASE

1914 HAC

1915 DECON

1916 MANUAL CART WASH

1917 AUTOMATIC CART WASH AREA

1918 MECH CHASE

1919 CART DRY

1920 STERILIZATION

1921 STERILE STG

1921A MECH. CHASE

1923 PREP ASSEMBLY

1924 ANTE

1925 HAC

1926 CONFERENCE

1927 OPEN OFFICE

1928 OFFICE

1929 OFFICE

1930 COPIER ROOM

1931 STAIRS

1/16" = 1'-0"

INFECTION CONTROL - LEVEL 2

ROOM SCHEDULE, SECOND LEVEL

NUMBER NAME

1802 INTERSTITIAL SPACE

1802A ELECTRICAL

1802B ELECTRICAL

1802C ELECTRICAL

1803 STAIRS

E2417 STORAGE

E2418 CORRIDOR

E2419E DEXA

E2420 SLEEP RM

E2421 SLEEP RM

E2421A TLT

E2442 CHECK IN

E2443 SPACE

E2543B SPACE

E2543C SPACE

1/2" = 1'-0"

TYPICAL CONSTRUCTION PLAN LAYOUT

12" = 1'-0"

ILSM TEMPORARY BARRIER TAG

INFECTION CONTROL NOTES - CLASS IV CONSTRUCITON:

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.

1/16" = 1'-0"

INFECTION CONTROL - LEVEL 1

UP

DN

A

B

C

D

F

H

K

13455'7 68910

G

22.7

E1510E1511 E1512

E1514

E1515

E1516

E1517E1519

E1520

E1557

EC250

EC250

E1700

E1701

E1702 E1704

E1705 E1707

E1708

E1709

E1710

E1711

E1712

E1713

E1711A

E1711B

E1731

E1732

E1733

E1734

E1735

E1736

E1737

E1738 E1738A

E1755

E1756

E1757

E1758

E1759

E1760

E1761

E1762

E1763

EC255

EC255

EC250

EC255

E1777

E1779 E1781 E1783 E1785E1787

E1788

E1789

E1786A

EM101

E1732

E1431E1429E1427E1425E1423E1421

EC245

E1501 E1502 E1503E1504

E1505AE1505

E1508

E1507

E1509 E1506

E1513

E1786E1784

E1782 E1625

E1801

E1778 E1778A

GENERAL NOTE: CONTRACTOR SHALL CLOSELY COORDINATE PHASING AND

TEMPORARY BARRIERS WITH COR FOR ABOVE CEILING WORK ON LEVEL 1

CONTRACTOR SHALL PLAN FOR WORK TO BE COMPLETED AFTER NORMAL

BUSINESS HOURS OF THE HOSPITAL. TEMPORARY BARRIERS SHALL BE

INSTALLED AND REMOVED AS NEEDED TO EXECUTE THE IMMEDIATE WORK

FOR EACH AREA OF THIS PLAN.

1802B

1802A

1802C

E2418

E2543B

E2543C

E2419E

E2420

E2421 E2421A

E2443 E2442

E2417

SEE DETAIL 3/G-004 FOR

TEMPORARY CONSTRUCTION

VESTIBULE

1906B

1900A

C

C

1908B1907B

1907A 1908A

1902A

1913A

A

1900B

SEE DETAIL 3/G-004 FOR

TEMPORARY CONSTRUCTION

VESTIBULE

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

2/23/2024COMPLIANCY REVIEW COMPLETED

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/2

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M

CONSTRUCTION DOCUMENTS

11/23/2020

PHASING PLAN - LEVEL 1, 2 & 3

G-005

Design/Construct Sterile Processing Service- Omaha VA Medical Center

AuthorChecker

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

6 138

1/16" = 1'-0"

PHASING PLAN - LEVEL 1

1/16" = 1'-0"

PHASING PLAN - LEVEL 2

1/16" = 1'-0"

PHASING PLAN - LEVEL 3

PRECONSTRUCTION ACTIVITIES

• ESTABLISH CONTRACTOR STAGING AREA IN COORDINATION WITH THE COR ON

STATION.

• SUBMIT PROJECT SCHEDULE TO COR. IDENTIFY ALL TRADES THAT WILL BE

NECESSARY TO COMPLETE DEMOLITION EFFICIENTLY AND CONCURENTLY.

• INSTALL TEMPORARY ONE-HOUR FIRE RATED CONSTRUCTION BARRIERS

WHERE SHOWN TO SEPARATE AREAS OF CONSTRUCTION ACTIVITY FROM

ADJACENT AREAS OF THE HOSPITAL THAT WILL REMAIN OCCUPIED AND

OPERATIONAL.

• INSTALL HEPA FILTERS AND SEAL PROJECT BOUNDARY TO ENSURE NEGATIVE

AIR PRESSURE AS PER INFECTION CONTROL REQUIREMENTS.

• PERFORM AND SUBMIT A PRE-CONSTRUCTION RISK ASSESSMENT AS PER VA

REQUIREMENTS.

• PROTECT ALL ITEMS AND EQUIPMENT NOTED TO REMAIN AS NECESSARY.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE

EXISTING CONDITION AND REPAIR ANY DAMAGE TO PRE-CONSTRUCTION

CONDITION PRIOR TO PROJECT COMPLETION.

INTERSTITIAL AND SPS ADDITION PHASE

• PERFORM DEMOLITION WORK IDENTIFIED IN LEVEL 1.

• TURN OVER ITEMS NOTED TO BE SALVAGED TO THE OWNER TO A LOCATION

DESIGNATED BY THE COR (ON-SITE). IT WILL BE THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR TO RELOCATE SALVAGED ITEMS AND TO PREVENT

DAMAGE TO THEIR PRE-CONSTRUCTIONCONDITION.

• REMOVE ALL MECHANICAL AND ELECTRICAL SYSTEMS NOTED FOR

DEMOLITION.

• CLEAN AND REPAIR EXISTING CONCRETE SLAB FOR FUTURE INSTALLATION OF

FINISH FLOORING SEALANT.

• CONSTRUCT NEW PARTITION WALLS INCLUDING ROUGH-IN FOR MECHANICAL,

ELECTRICAL, PLUMBING AND FIRE PROTECTION.

• REPAIR BASEMENT LEVEL CEILING AS SOON AS UNDERFLOOR ROUGH-IN HAS

EEN COMPLETED. DO NOT LEAVE EXISTING UNREPAIRED FOR MORE THAT 24

HOURS AFTER COMPLETION OF ABOVE CEILING ROUGH-IN.

• INSTALL ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION

YSTEMS.

• INSTALL ALL CASEWORK, EQUIPMENT DOORS AND HARDWARE IDENTIFIED IN

HE CONSTRUCTION DOCUMENTS.

• COORDINATE THE INSTALLATION OF OWNER PROVIDED CONTRACTOR

NSTALLED AND OWNER PROVIDED, OWNER INSTALLED EQUIPMENT WITH THE

OWNER AND THEIR VENDORS.

• COMPLETE FINISHES AND REMOVE TEMPORARY PARTITIONS. REPAIR EXISTING

S NECESSARY.

• TURN THE NEWLY REMODELED SPACE OVER TO THE OWNER. THE INTENT OF

HASE 1 IS TO PROVIDE A FULLY OPERATIONAL INPATIENT COMPOUNDING

UITE THAT WILL REPLACE THE EXISTING SUITE THAT WILL BE DEMOLISHED AND

EMODELED AS PART OF PHASE 2.

ICU PHASE (LEVEL 2)/CLINIC PHASE (LEVEL 1)

• PERFORM DEMOLITION WORK IDENTIFIED ABOVE CEILING AREAS AND ROOF

EA.

• REMOVE AND REPLACE ALL MECHANICAL AND ELECTRICAL SYSTEMS NOTED.

• CLEAN AND REPAIR EXISTING FINISH FLOOR AFTER WORK IS COMPLETED.

NOTE:

DEMOLITION WORK OF EXISTING CONCRETE FLOORS (ANY JACK HAMMERING OR

CORE DRILLING) SHALL BE CONDUCTED IN THE EVENINGS AFTER VA NORMAL

BUSINESS HOURS (8AM-5PM).

THE FIRE SUPPRESSION SYSTEM MUST REMAIN ACTIVE THROUGHOUT THE

DURATION OF CONSTRUCTION. SHOULD AT ANYTIME THE SYSTEM BE SHUT DOWN

THE GENERAL CONTRACTOR SHALL PROVIDE 24 HOUR FIRE WATCH TO SUPERVISE

THE CONSTRUCTION AREA.

THE FIRE ALARM SHALL BE FUNCTIONAL AT ALL TIMES DURING CONSTRUCTION.

COORDINATE WITH COR TO SHUT OFF FIRE ALARM FOR CONSTRUCTION

ACTIVITIES, FIRE ALARM MUST BE ACTIVATED PRIOR TO LEAVING THE SITE.

OCCUPANCY LOAD AND REQUIRED EGRESS WIDTH CALCULATIONS - THIRD LEVEL BUILDING SUMMARY

ROOM

NUMBER

ROOM NAME OCCUPANCY USE TYPE (NFPA 101) AREA

OCCUPANT LOAD

FACTOR

SF/PERSON

OCCUPANT

LOAD

1900 CORRIDOR BUSINESS USE 353 SF 150 3

1900A CORRIDOR BUSINESS USE 1,066 SF 150 8

1900B CORRIDOR BUSINESS USE 681 SF 150 5

1901 OPEN SPACE STORAGE USE & MECH. EQUIP. ROOMS 146 SF 500 1

1902 IT STORAGE USE & MECH. EQUIP. ROOMS 92 SF 500 1

1903 ANTEROOM, SOILED TRANSITION/DROP-OFF STORAGE USE & MECH. EQUIP. ROOMS 70 SF 500 1

1904 SCOPE DROP OFF STORAGE USE & MECH. EQUIP. ROOMS 70 SF 500 1

1905 SCOPE PROC BUSINESS USE 353 SF 150 3

1906A ANTE BUSINESS USE 66 SF 150 1

1906B SCOPE STG STORAGE USE & MECH. EQUIP. ROOMS 206 SF 500 1

1907 WOMEN'S LOCKER, SHOWER AND RESTROOMS BUSINESS USE 374 SF 150 3

1908 MEN'S LOCKER, SHOWER AND RESTROOMS BUSINESS USE 375 SF 150 3

1909 BREAK ROOM BUSINESS USE 282 SF 150 2

1910 OPEN OFFICE/TRAINING BUSINESS USE 363 SF 30 13

1911 ANTE VENDOR DROP OFF STORAGE USE & MECH. EQUIP. ROOMS 225 SF 500 1

1912 H20 STORAGE USE & MECH. EQUIP. ROOMS 143 SF 500 1

1913 CART PASS STORAGE USE & MECH. EQUIP. ROOMS 114 SF 500 1

1914 HAC STORAGE USE & MECH. EQUIP. ROOMS 71 SF 500 1

1915 DECON BUSINESS USE 1,402 SF 150 10

1916 MANUAL CART WASH STORAGE USE & MECH. EQUIP. ROOMS 88 SF 500 1

1917 AUTOMATIC CARTWASH AREA STORAGE USE & MECH. EQUIP. ROOMS 149 SF 500 1

1919 CART DRY STORAGE USE & MECH. EQUIP. ROOMS 353 SF 500 1

1920 STERILIZATION BUSINESS USE 493 SF 150 4

1921 STERILE STG STORAGE USE & MECH. EQUIP. ROOMS 937 SF 500 2

1923 PREP ASSEMBLY BUSINESS USE 1,476 SF 150 10

1924 ANTE BUSINESS USE 67 SF 150 1

1925 HAC STORAGE USE & MECH. EQUIP. ROOMS 49 SF 500 1

1926 CONFERENCE BUSINESS USE 98 SF 150 1

1927 OPEN OFFICE BUSINESS USE 168 SF 150 2

1928 OFFICE BUSINESS USE 98 SF 150 1

1929 OFFICE BUSINESS USE 102 SF 150 1

1930 COPIER ROOM BUSINESS USE 128 SF 150 1

1931 STAIRS BUSINESS USE 199 SF 150 2

TOTAL LEVEL THREE TOTAL AREA OF SPS 10,857 SF 89

S

S

SP

SUPPLEMENTAL SYMBOLS LEGEND

(AS APPLICABLE)

FIRE EXTINGUISHER

FIRE EXTINGUISER CABINET

LABEL INFORMATION - LETTER

INDICATES LUMINAIRE MARK,

'E' INDICATES EMERGENCY LUMINAIRE

OCCUPANCY/VACANCY SENSOR

CAMERA - CEILING MOUNTED

OS

DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL

FE

FEC

PAGING SPEAKER - CEILING MOUNTEDS

EXIT SIGN - WALL/CEILING MOUNTED

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST GRILLE

LUMINAIRE

LUMINAIRE

A

LUMINAIRE

LUMINAIRE

AE

FIRE DAMPERFD

1 HOUR FIRE BARRIER. DOORS SHALL BE 3/4 HOUR

RATED WITH AUTOMATIC CLOSING DEVICES.

SMOKE BARRIER WITH A 1 HOUR FIRE RATING.

DOORS SHALL BE 3/4 HOUR RATED WITH AUTOMATIC

CLOSING AND SELF LATCHING DEVICES (U.N.O.).

2 HOUR FIRE BARRIER. DOORS SHALL BE 1-1/2 HOUR

RATED WITH AUTOMATIC CLOSING DEVICES.

SMOKE BARRIER WITH A 2 HOUR FIRE RATING.

DOORS SHALL BE 1-1/2 HOUR RATED WITH AUTOMATIC

CLOSING AND SELF LATCHING DEVICES (U.N.O.)

SMOKE PARTITION. DOOR SHALL HAVE AUTOMATIC

CLOSING DEVICES (U.N.O.).

WALL RATING LEGEND

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com FE#:202039

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.

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

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BID DOCUMENTS

11/23/2020

CODE PLAN

G-101

Design/Construct Sterile Processing Service- Omaha VA Medical Center

DGKDGK

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 11/23/2020

MAXIMUM

ROUTE DESCRIPTION SYMBOL PROVIDED PERMITTED

CP-A COMMON PATH A CP-A 32'-0" 100'-0"

TP-A TOTAL TRAVEL PATH A TP-A 180'-0" 300'-0"

CP-B COMMON PATH B CP-B 60'-6" 100'-0"

TP-B TOTAL TRAVEL PATH B TP-B 147'-0" 300'-0"

CP-C COMMON PATH C CP-C 62'-3" 100'-0"

TP-C TOTAL TRAVEL PATH C TP-C 135'-0" 300'-0"

CP-D COMMON PATH D CP-D 96'-9" 100'-0"

PROJECT NAME: VA NWIHCS OMC CAMPUS - AE CONSTRUCT STERILE PROCESSING SERVICE

BUILDING NAME: BUILDING 25

BUILDING OWNER: DEPARTMENT OF VETERANS AFFAIRS

STREET ADDRESS: 4101 WOOLWORTH AVE #4199

CITY: OMAHA, NEBRASKA

1. OCCUPANCY:

A. PROJECT ADDITION OCCUPANCY PER NFPA 101 IS CHAPTER 38 - NEW BUSINESS OCCUPANCY (IBC 2018

(SECTION 304) - GROUP B OCCUPANCY - BUSINESS). ADDITION IS A TWO-STORY ADDITION DESIGNED TO BE

INSTALLED ON TOP OF A ONE-STORY PORTION OF A MULTI-STORY FACILITY.

B. EXISTING FACILITY IS A MULTIPLE OCCUPANCY FACIITY THAT IS PRIMARILY SEPARATED USE, WITH THE 10TH FLOOR BEING A MIXED USE OCCUPANCY. ALL FLOORS EXCEPT THE 1ST AND 10TH ARE SINGLE OCCUPANCY.

FLOORS 2 AND 4 THROUGH 7 ARE HEALTH CARE OCCUPANCY. THE BASEMENT AND FLOORS 3, 9, 11 AND 12 ARE BUSINESS OCCUPANCY. THE FIRST LEVEL IS A SEPARATED OCCUPANCY WHICH IS PART AMBULATORY HEALTH CARE AND PART BUSINESS WHICH IS SEPARATED BY A 1-HOUR RATED CONSTRUCTION. THE 10TH FLOOR IS A MIXED OCCUPANCY WHICH IS PART HEALTH CARE, PART LARGE RESIDENTIAL BOARD AND CARE OCCUPANCY. ALL DESIGNATIONS PER NFPA 101. ONE-STORY PORTION OF EXISTING FACILITY THAT THIS PROJECT WILL BE PLACED ON TOP OF IS CURRENTLY PART BUSINESS OCCUPANCY AND PART AMBULATORY HEALTH CARE. MULTI-STORY PORTION OF BUILDING THAT THIS PROJECT SHALL BUTT UP AGAINST IS CURRENTLY A HEALTH CARE OCCUPANCY ON THE SECOND LEVEL AND BUSINESS OCCUPANCY ON THE THIRD LEVEL. NO RATED SEPARATION IS REQUIRED ON THE THIRD LEVEL, WHICH IS CURRENTLY A BUSINESS OCCUPANCY AND THIS PROJECT WILL MERELY EXTEND THAT OCCUPANCY. A 2-HOUR FIRE SMOKE BARRIER WILL BE REQUIRED WHERE THE INTERSTITIAL SPACE CONNECTS TO THE EXISTING STRUCTURE ON THE SECOND FLOOR TO MEET THE VA DESIGN GUIDELINE REQUIREMENTS FOR AN INTERSTITIAL SPACE. ONE NEW STAIR TOWER WILL BE PROVIDED AND WILL REQUIRE A 2-HOUR RATED

ENCLOSURE.

2. TYPE OF CONSTRUCTION (SECTION 602.5) - TYPE 1B; NFPA 101, TYPE ll (222).

3. ALLOWABLE FLOOR AREA (SECTIONS 504 & 506, TABLE 506): 44,000 SQ. FT. ON THE SECOND FLOOR (I2 OCCUPANCY PER THE IBC) AND 92,000 SQ. FT. ON THE THIRD FLOOR (B OCCUPANCY PER THE IBC). ACTUAL FLOOR AREA OF THE SPS IS APPROXIMATELY 11,872 GSF (INTERNAL DIMENSIONS) WHICH BRINGS THE TOTAL LEVEL THREE FLOOR AREA TO 50,602 GSF OF 'B' OCCUPANCY. THE ACTUAL FLOOR AREA OF THE INTERSTITIAL SPACE IS APPROXIMATELY 11,430 GSF (INTERNAL DIMENSIONS). THE TOTAL FLOOR AREA, WITH THE ADDITION OF THE INTERSTITIAL SPACE IS 72,174 GSF. THE INTERSTITIAL SPACE SHALL BE SEPARATED FROM THE REMAINDER OF THIS FLOOR WITH A TWO HOUR FIRE SMOKE BARRIER; THEREFORE, ALLOWABLE SQUARE FOOTAGE SHALL REMAIN IN COMPLIANCE WITH IBC

GUIDELINES.

4. AN INTERSTITIAL SPACE IS BEING CREATED BELOW THE SPS AND IS SHOWN AS LEVEL TWO ON THE PLANS. PER THE VA FIRE PROTECTION MANUAL, THE FLOOR OF THIS SPACE MUST HAVE A 2-HOUR FIRE RATING. THE VERTICAL WALL SEPARATING THIS SPACE FROM THE FUNCTIONAL SPACE SHALL HAVE A 2-HOUR FIRE RATING; HOWEVER, THIS IS TO BE A SEPARATE SMOKE ZONE SO THE BARRIER SEPARATING THE INTERSTITIAL SPACE FROM THE EXISTING MULTI-STORY STRUCTURE SHALL BE A 2-HOUR SMOKE BARRIER. ALL COLUMNS, GIRDERS, AND TRUSSES WITHIN

THE INTERSTITIAL SPACE SHALL HAVE A MINIMUM 2-HOUR FIRE RATING.

5. PROTECT HORIZONTAL AND VERTICAL PENETRATIONS (DUCTS, CABLES, PIPES, ETC.) OF ALL RATED WALLS AND

FLOORS WITH THROUGH PENETRATION PROTECTION SYSTEMS.

6. FIRE ALARM PULL STATIONS WILL BE PROVIDED AT EXIT DOORS FROM INTERSTITIAL SPACES AND PROPER NOTIFICATION WILL BE PROVIDED WITHIN THE INTERSTITIAL SPACE. LIKEWISE, FIRE ALARM PULL STATIONS WILL BE PROVIDED AT THE NEW EGRESS FROM THE SPS ON THE THIRD FLOOR AND PROPER NOTIFICATION DEVICES WILL BE PROVIDED THROUGHOUT THE SPS IN ACCORDANCE WITH NFPA 72 GUIDELINES (CURRENT EDITION).

7. EXIT SIGNS WILL BE PROVIDED BY THE EXIT DOOR AND AT OTHER LOCATIONS TO PROVIDE CLEAR DIRECTION

TOWARD THE EXITS FROM THE INTERSTITIAL SPACE AND FROM THE SPS SPACE.

8. EMERGENCY LIGHTING WILL BE PROVIDED WITHIN THE INTERSTITIAL SPACE AND THE SPS.

9. SPRINKLER PROTECTION WILL BE PROVIDED WITHIN THE INTERSTITIAL SPACE AND THROUGHOUT THE SPS THIRD

FLOOR ADDITION.

10. FIRE RESISTANCE OF EXTERIOR WALLS (SECTION 602.1, TABLE 602) - NO RATING REQUIRED EXCEPT FOR THE NEW

STAIR TOWER WHICH SHALL CARRY A 2-HOUR FIRE RATING.

11. ALLOWABLE HEIGHT FOR EXISTING BUILDING OCCUPANCY IS 5 STORIES. CURRENTLY, STRUCTURE IS 1 STORY IN HEIGHT. ALLOWABLE CONSTRUCTION FOR NEW OCCUPANCY IS 12 STORIES. PROJECT IS ADDING TWO STORIES TO

THE TOP OF THE EXISTING ONE STORY STRUCTURE WITH A BASEMENT.

12. OCCUPANT LOAD FOR THE 3RD FLOOR SPS ADDITION IS 88.