S02 - ATTACHMENT 2 - Drawings.pdf

B O

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A R

T H

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MC

MC

UND

UND

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F E

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F E

AFGE

AFGE

AFGE

AFGE

RO EOM

HCHV

C P

C P

C P

C P

C P

C P

C P

C P

V A

N V

A N

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MC

R

R R

19th AVE. N.

21st AVE. N.

E L M

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S T

R E

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R E D

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IV

E R

O F T

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O R

T H

CITY

LIFT

STATION

(STORM

SEWER)

BLDG . NO .1 ADM IN & TCU2 DUPLEX Q UARTERS3 ENG INEERING O FFICE8 FLAG PO LE9 HO SPITAL10 BO ILER PLANT11 M AINTENACE G ARAG E12 W AREHO USE13 LAUNDRY20 PUM P HO USE24 ELECTRICAL TRANSFO RM ER BLDG30 HRM S (30W & 30E)38 ENG INEERING SHO PS 39 HIGH VO LTAG E SW ITCHG EAR BLDG42 UND SCHO OL O F M EDICINE46 CLINICAL ADDITIO N40 VBA REG IO NAL O FFICE41 O XYG EN STO RAG E TANK43 PINIC SHELTER AND PATIO44 XCEL ENERG Y BLDG (NAT. G AS)45 G ATE W ELL50 CO LD STO RAG E BUILDING51 CLINIC SPACE BUILDING52 SW ING SPACE BUILDING53 HAZM AT STORAG E BUILDING54 PANDEM IC FLU STO RAG E BUILDING

BLDG. NO.

1 MEDICAL CENTER

3 ADMINISTRATION OFFICE

8 FLAGPOLE

9 MEDICAL CENTER

10 BOILER PLANT

11 MAINTENANCE GARAGE

12 WAREHOUSE

13 LAUNDRY

30 ADMINISTRATION OFFICE

39 HIGH VOLTAGE SWITCHGEAR BLDG

42 UND SCHOOL OF MEDICINE

46 MEDICAL CENTER

MC- MOTORCYCLE PARKING

CP- CAR/VAN POOL PARKING

- HANDICAPPED PARKING

40 VBA REGIONAL OFFICE

41 OXYGEN STORAGE TANK

43 PICNIC SHELTER AND PATIO

44 XCEL ENERGY BLDG (NATURAL GAS)

20 GATE WELL

50 COLD STORAGE BUILDING

51 HRMS

52 ADMINISTRATION OFFICE

53 HAZMAT STORAGE BUILDING

54 PANDEMIC FLU STORAGE BUILDING

56 CHILLER PLANT

R- RESERVED PARKING

UND- UNIVERSITY OF NORTH DAKOTA

AFGE- AMERICAN FEDERATION GOVERNMENT EMPLOYEE

RO EOM- REGIONAL OFFICE EMPLOYEE OF THE MONTH

HCHV- HEALTH CARE HOMELESS VETERANS

NFFE- NATIONAL FEDERATION FEDERAL EMPLOYEE

39 54 12 13

30E30W

PROJECT

LOCATION

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

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

/7

/2

:1

:3

A

M

100% CONSTRUCTION DRAWINGS

01/11/2022

COVER SHEET

G0.00

EHRM TRAINING AND ADMIN

SPACE SUPPORT

TCJL

FARGO, ND

FULLY SPRINKLED

437-21-225

1 41

SHEET INDEX

MH1.00 NEW DRYSIDE HVAC PLAN 22

MP1.00 NEW HVAC PIPING PLAN 23

M2.00 HVAC DDC PLAN 24

M2.10 HVAC CONTROL DETAILS 25

PLUMBING

PD1.00 PLUMBING DEMOLITION PLAN 26

P1.00 NEW BELOW FLOOR PLUMBING PLAN 27

P1.10 NEW ABOVE FLOOR PLUMBING PLAN AND DETAILS 28

ELECTRICAL

E0.00 ELECTRICAL LEGENDS AND ABBREVIATIONS 29

E0.01 ELECTRICAL PANEL SCHEDULES 30

E0.02 ELECTRICAL SCHEMATICS AND SCHEDULES 31

E0.03 ELECTRICAL DETAILS 32

ED1.00 BASEMENT LEVELELECTRICAL DEMOLITION PLAN 33

E1.00 BASEMENT LEVEL POWER FEEDER AND BRANCH/DATA CONDUIT

RELOCATION

E1.01 BASEMENT LEVEL POWER PLAN 35

E2.00 BASEMENT LEVEL LIGHTING PLAN 36

E3.00 BASEMENT LEVEL SPECIAL SYSTEMS PLAN 37

E3.01 BASEMENT PAGING SPEAKERS PLAN 38

FA0.00 BASEMENT LEVEL FIRE ALARM PLAN 39

FIRE PROTECTION

FS1.00 FIRE SPRINKLER DEMOLITION PLAN 40

FS1.10 NEW FIRE SPRINKLER PLAN 41

SHEET INDEX

GENERAL

G0.00 COVER SHEET 1

G0.01 ABBREVIATIONS, SYMBOLS, LEGENDS AND ARCHITECTURE GENERAL NOTES 2

G0.02 INFECTION CONTROL RISK ASSESSMENT 3

G0.03 PARTITION FRAMING DETAILS 4

G1.00 LIFE SAFETY PLAN 5

ARCHITECTURAL

AD1.00 DEMOLITION PLAN 6

A1.00 FLOOR PLAN 7

A1.05 WALL TYPES AND PLAN DETAILS 8

A1.10 REFLECTED CEILING PLAN 9

A3.00 SECTION DETAILS 10

A5.00 ROOM FINISH SCHEDULE 11

A5.10 FLOOR FINISH PLANS 12

A5.15 WALL PROTECTION PLAN AND DETAILS 13

A5.20 ENLARGED PLANS AND INTERIOR ELEVATIONS 14

A5.25 SIGNAGE SCHEDULE AND DETAILS 15

A6.00 DOOR SCHEDULE, ELEVATIONS AND DETAILS 16

MECHANICAL

M0.00 MECHANICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES 17

M0.01 MECHANICAL DETAILS 18

M0.02 MECHANICAL DETAILS 19

M0.03 MECHANICAL SCHEDULES 20

MD1.00 HVAC DEMOLITION PLAN 21

ARCHITECT, MECHANICAL ENGINEER

ELECTRICAL ENGINEER

FOURFRONT DESIGN INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PHONE (605) 342-9470

EHRM TRAINING & ADMIN SPACE SUPPORT

PROJECT NO. 437-21-225

FARGO VA HEALTH CARE SYSTEM

2101 ELM STREET N.

FARGO, ND 58102

VA

U.S DEPARTMENT OF VETERAN'S AFFAIRS

VETERAN'S HEALTH ADMINISTRATION

N

TRUE

NORTH

1" = 80'-0"

PROJECT LOCATION

# 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

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

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

STEEL/METAL

BRICK

GRAVEL

EARTH/ENGINEERED FILL

CONCRETE MASONRY

PLAN AND SECTION

ACOUSTIC CEILING TILE

GYPSUM BOARD

CEILING

CONCRETE

ELEVATION

CENTER LINE

LINE SYMBOLS

GRID LINE

PROPERTY LINE

CUT LINE

BATT INSULATION

RIGID INSULATION

MATERIAL LEGEND

WM - WALK OFF MAT

FLOORING

BID ALTERNATE

CPT - CARPET

CONC - CONCRETE

PT - PORCELAIN TILE

LVT-1 - LUXURY VINYL TILE

N

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

INTERIOR ELEVATION

DRAWING NUMBER

DIRECTION OF SIGHT

SHEET NUMBER

ROOM TAG

ROOM NAME

ROOM NUMBER

KEYNOTE TAG

5-04 KEYNOTE DESIGNATION

1 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-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

DIMENSION LINE

NORTH ARROW

CL CENTER LINE

N

1. THESE LEGENDS ARE COMPOSED OF STANDRD 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:

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD

VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E

IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.

3. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK.

4. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS

AND DIMENSIONS.

5. SEE CODE PLAN FOR CODE INFORMATION.

6. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.

7. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY

WITH THE EXCEPTION OF TOILET PARTITIONS.

8. EXISTING WALL SHADED FOR CLARITY.

GENERAL NOTES:

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

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

/7

/2

:1

:3

A

M

100% CONSTRUCTION DRAWINGS

01/11/2022

ABBREVIATIONS, SYMBOLS, LEGENDS

AND ARCHITECTURE GENERAL NOTES

G0.01

EHRM TRAINING AND ADMIN

SPACE SUPPORT

TCJL

FARGO, ND

FULLY SPRINKLED

437-21-225

2 41

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

UP

UP

DN

TEMPORARY CONSTRUCTION BARRIER

1 HOUR SMOKE RATED TEMPORARY CONSTRUCTION

PARTITION. PROVIDE AT AREAS ONLY REQUIRED BY

IMMEDIATE WORK AND REMOVE WHEN NOT IN USE.

EXTENT OF TEMPORARY PARTITION WALLS SHOULD

BE MINIMIZED TO ONLY PROVIDE THE NECESSARY

CONTAINMENT AND LIMITED CONTRACTOR ACCESS.

CONTRACTOR SHALL VERIFY PRIOR TO BIDDING AS

TO THE CONDITION OF ANY EXISTING WALLS TO BE

USED AS THE BARRIER. VERIFY THAT WALLS ARE

CONSTRUCTED TO DECK AND SEALED TIGHT AGAINST

THE PASSAGE OF SMOKE.

UNDERSIDE OF EXISTING

DECK

EXISTING FLOOR

A

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L

D V

E R

IF

Y

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, OR EQUAL, 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

COVER TO KEEP

DUST OUT

COVER ALL RETURNS AT

THE GRATE/DIFFUSERS

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE). BOTTOM OF

EXTINGUISHER MUST BE

AT LEAST 4" OFF OF

FLOOR.

SUSPENDED PLASTIC

ZIPPER WALL CURTAIN

BARRIER

FIRE PULL

STATION WITH

AUDIO / VISUAL

PROVIDE STICKY

MATS (CHANGED

HOURLY OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

F L E

X D

U C

T

3'-0".

HARD 3/4 HR

LOCKED DOOR

(CONSTRUCTION

SITES MUST REMAIN

SECURE AT ALL TIMES)

A P

P R

O X

A .F

.F

POST ICRA,

ILSM, FIRE

INSPECTION

SHEETS VISIBLE

TO PUBLIC

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

NEGATIVE PRESSURE LOG WITH

HOURLY CHECK AND SIGNATURE

ELECTRONIC NEGATIVE AIR MONITORING

STATION WITH ALARM.

MUST MAINTAIN AT LEAST -0.01" WC

NEGATIVE PRESSURE TO OCCUPIED AREA.

CONSTRUCTION SIGN

DOORS MUST ALSO MAINTAIN A SECURED

1-HR TEMPORARY CONSTRUCTION BARRIER

V .I .F

E X

IS

T

IN

G

W A

L L

V .I .F

E X

IS

T

IN

G

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

OPEN OFFICE

BA-42

MECH

BA-41

BREAK RM

BA-43

MECH

BA-67

OPEN OFFICE

BA-70

CONF ROOM

BA-69

OPEN OFFICE

BA-65

CORRIDOR

MECH

BA-72

MEN

BA-35

WOMEN

BA-39

CORRIDOR

OFFICE

BA-45

JAN

BA-37

OI&T

BA-30

ELEVATOR

LOBBY

BA-50

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

ALL WORK IN ELEVATOR LOBBY

MUST BE COORDINATED WITH VA

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

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

/7

/2

:1

:4

A

M

100% CONSTRUCTION DRAWINGS

01/11/2022

INFECTION CONTROL RISK

ASSESSMENT

G0.02

EHRM TRAINING AND ADMIN

SPACE SUPPORT

TCJL

FARGO, ND

FULLY SPRINKLED

437-21-225

3 41

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

B. FIRE PROTECTION SYSTEMS SHALL REMAIN FUNCTIONAL.

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 IMACTED 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 (-0.01" WC WITH ALARM).

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 ACQUIRE A HOT WORK PERMIT WHEN NEEDED FROM

ENGINEERING.

J. TACKY MATS SHALL BE PLACED AT ALL DOORS INTO THE CONSTRUCTION AREA AND SHALL BE REPLACED HOURLY OR

SOONER IF NEEDED.

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, PLASTIC, ETC. 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 EXITING 0R 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 ENTRANCES TO CONSTRUCTION AREAS AND REQUIRE ALL CONSTRUCTION PERSONNEL TO PASS THROUGH THIS ROOM TO BE VACUUMED 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.

U. ALL TEMPORARY CONSTRUCTION BARRIERS SHALL BE 1-HR RATED, AND DOORS SHALL REMAIN TAPED SHUT

INFECTION CONTROL NOTES - CLASS IV

CONSTRUCTION:

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'

1/16" = 1'-0"

FLOOR PLAN - INFECTION CONTROL RISK ASSESSMENT

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

T I N

G H

E

IG

H T

S

R E

F E

R E

N C

E T

Y P

IC

A

L M

O U

N T

I N G

H E

IG

H

T S

R E

F E

R E

N C

E T

Y P

IC

A

L M

O U

N T

I N G

H E

IG

H

T S

R E

F E

R E

N C

E T

Y P

IC

A

L

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. 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. ALL PARTITIONS SHALL BE SEALED TO STRUCTURE 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

CONTROL JOINT,

BOTH SIDES

2 LAYERS OF 5/8" GYPSUM

WALLBOARD

PARTITION AS

SCHEDULED

2 HOUR FIRE RATED

WHI-651-0318.1

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

1/2" MAX

20 GAUGE MINIMUM

METAL TRACK

20 GAUGE MINIMUM

METAL TRACK

/4

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.

METAL STUD

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 NFPA AND MANUFACTURER'S REQUIREMENTS.

PARTITION AS SCHEDULED, SEE LIFE

SAFETY PLAN FOR RATED

PARTITIONS.

DOOR, SEE SCHEDULE

HOLLOW METAL FRAME /

KNOCK-DOWN

SEALANT AT FRAME PERIMETER,

EACH SIDE

METAL STUD WALL, SEE WALL

TYPES

5/8" TYPE 'X' GYPSUM BOARD

T Y

P

ADJACENT WALL

S E

E W

A L L

T Y

P E

SEE WALL TYPE

METAL STUD BACKING

AS REQUIRED

METAL STUD BACKING

AS REQUIRED

SEE TOP OF WALL DETAILS SHEET G0.03

1/2" SEE

NOTE 1

E Q

E Q

E Q

E Q

"D

M A

X

V A

R

IE

S

AA

1/2"

CONST.

JOINT

RUNNER BET.

STUDS

VARIES

SEE DOOR SCHEDULE

MET. DOOR

FRAME

SHIM AS

REQ'D

DETAIL C

/2

/4

M

IN

/2

[1 m m

[1 m m

/2

/4

M

IN

[1 m m

STUD

WIDTH

STUDWIDTH

JAMB DEPTH

MINUS 3/16"

[15mm]

FRAME FACE

MIN

US 3/16

[5mm]

12"M

IN

. [1 3mm]

5/8"M

AX. [1

6mm]

FRAME FACE

MIN

US 3/16

[5mm]

JAMB ANCHORS

(FURNISHED WITH FRAMES)

DETAIL D

PROVIDE SOUND

DEADENING

ALL LOCATIONS

SECTION B DETAIL CSECTION AELEVATION AT DOOR FRAME

DOUBLE STUDS

JAMB ANCHOR

SANITARY STOP

SHIM AS REQ'D.

METAL ANCHOR

CLIP

METAL DOOR

FRAME

DETAIL D

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.

OMIT BRACE WHEN "D"

DIMENSION IS LESS THAN 2'-0"

FOR GYP. WALLBD. OR 16" FOR

PLASTER PARTITION.

FLOOR/ROOF STRUCTURE

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

METAL DECK

(PERPENDICULAR TO FLUTES)

METAL DECK

(PARALLEL TO FLUTES)

STEEL BEAM

SLOTTED TOP TRACK

STUD

PDF 0.145 INCH X 1 1/4" HILTI

X-DN1 ESR-1663 AT 16" O.C.

PDF 0.145 INCH X 1 1/4" HILTI

X-DN1 ESR-1663 AT 16" O.C.

#8 SMS MID HEIGHT OF

SLOT TYP

SPRAY-APPLIED

FIRE- RESISTIVE

MATERIAL (SFRM)

2"X20 GAUGE STRAPS AT

16" O.C.

#8 SMS MIDDLE HEIGHT OF

SLOT TYPICAL

SLOTTED TOP TRACK

STUD

18 GAUGE METAL Z-BAR AT 16" O.C.,

ATTACH TO STEEL BEAM WITH (2) MINIMUM

1/8" PDF, 1/2" MINIMUM EMBEDMENT

#8 SMS MIDDLE HEIGHT OF

SLOT TYP

/8

1" 1" 5 /8

/8

IF FIRE-RESISTIVE MATERIAL IS REMOVED

FOR THIS ATTACHMENT, IT MUST BE

RE-APPLIED AFTER ATTACHMENT COMPLETION

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

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

/7

/2

:1

:4

A

M

100% CONSTRUCTION DRAWINGS

01/11/2022

PARTITION FRAMING DETAILS

G0.03

EHRM TRAINING AND ADMIN

SPACE SUPPORT

TCJL

FARGO, ND

FULLY SPRINKLED

437-21-225

4 41

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

1/4" = 1'-0"

FRAMING ELEVATION

1" = 1'-0"

FIRE EXTINGISHER CABINET SP METAL STUD

1" = 1'-0"

DOOR DETAIL TYPE

1" = 1'-0"

METAL BACKING DETAILS FOR ACCESSORIES AND EQUIPMENT

3/8" = 1'-0"

PARTITION FRAMING DETAILS

1" = 1'-0"

DETAIL - ANCHORAGE - GRAB BARS, HANDRAILS AND CABINETS

1" = 1'-0"

HEAD OF WALL DETAILS

UP

DN

EGRESS ROUTE

FIRE WALL

2HR RATED

FIRE WALL

1HR RATED

1 occupant

1 occupants

2 occupants

7 occupants

2 occupants

7 occupants 15 occupants

1 occupant

5 occupants

MECH

BA-72

OPEN OFFICE

BA-70

CONF ROOM

BA-69

OPEN OFFICE

BA-65

MECH

BA-67

BREAK RM

BA-43

MECH

BA-41

OPEN OFFICE

BA-42

CORRIDOR

OFFICE

BA-45

2-HR BARRIER

CORRIDOR

BA-54

JAN

BA-37

1 occupant

WOMEN

BA-39

MEN

BA-35

OI&T

BA-30

87'-4"

B U

IL

D

IN

G

P E

R

IM

E T

E R

BUILDING PERIMETER

TRAVEL DISTANCE 75 FT

T R

A V

E L D

IS

T

A N

C E

F

T

TRAVEL DISTANCE 90 FT

T R

A V

E L D

IS

T

A N

C E

F

T

FEC

FEC

FEC

FEC

BA-13

BA-52

BA-10B

1HR RATED

H

R R

A T

E D

ALL WORK IN ELEVATOR LOBBY

MUST BE SCHEDULED FOR

EVENINGS AND WEEKENDS

DOOR REMOVAL AND

REPLACEMENT MUST

BE COMPLETED

WITHIN ONE SHIFT

EMERGENCY EGRESS MUST BE

MAINTAINED THROUGHOUT CONSTRUCTION

T D

-1

T D

-2

T D

-3

TD-4

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

ELEVATORS ELEVATOR

FEC

FEC

PROVIDED CLEAR DOOR/STAIR WIDTH (INCHES)

PROVIDED OCCUPANT LOAD CAPACITY (NO. OF PEOPLE)

MAX OCCUPANT LOAD CAPACITY (NO. OF PEOPLE)

EXIT DOOR TAG

FEC FIRE EXTINGUISHER IN CABINET, RECESSED

LINE TYPES FOR MEANS OF EGRESS:

TD #

TRAVEL DISTANCE

COMMON PATH

CP #

EXIT DISCHARGE

LIFE SAFETY ZONE SIZE: 22,306 SF

MEANS OF EGRESS ARRANGEMENT DISTANCE

SCHEDULE - BUILDING SUMMARY

EGRESS PATH ID PROVIDED TRAVEL

DISTANCE

MAXIMUM DISTANCE

PERMITTED

TD-1 300'-0"

TD-2 300'-0"

TD-3 300'-0"

MEANS OF EGRESS WIDTH CAPACITY

DOOR

NUMBER

EGRESS CAPACITY

FACTOR

OCCUPANT LOAD

MAXIMUM CAPACITY

BA-9A 180

BA-10B

0.2

0.2

110 FT

85 FT

90 FT

TD-4 300'-0"75 FT

BA-13 3600.2

BA-52

1800.2

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

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

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M

100% CONSTRUCTION DRAWINGS

01/11/2022

LIFE SAFETY PLAN

G1.00

EHRM TRAINING AND ADMIN

SPACE SUPPORT

TCJL

FARGO, ND

FULLY SPRINKLED

437-21-225

5 41

CODE PLAN LEGEND

1/8" = 1'-0"

LIFE SAFETY PLAN

LIFE SAFETY SYMBOLS:

BUILDING CODE SUMMARY

2021 INTERNATIONAL BUILDING CODE

2021 N.F.P.A. 101 LIFE SAFETY CODE

PROJECT NAME: EHRM TRAINING AND ADMIN SPACE SUPPORT

A/E PROJECT NO.: 437-21-225

PREPARED BY: TIM CUMMINS

DATE: 01/07/2022

1. APPLICABLE CODES/STANDARDS:

A. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

(HTTP://WWW.CFM.VA.GOV/TIL/).

a. ARCHITECTURAL (AUG. 2, 2014); ASBESTOS ABATEMENT (JULY 2011); ELECTRICAL (DEC

2015); FIRE PROTECTION (DEC 2016) HVAC (MAR 2011); INTERIOR DESIGN (MAY 2008);

LIGHTING DESIGN (DEC 2015); PHYSICAL SECURITY (JAN 2015); PLUMBING (NOV 20140;

SIGNAGE (OCT 2013)

b. PG-18-14 ROOM FINISH, DOOR HARDWARE SCHEDULE

c. PG-18-12 PHARMACY SERVICES DESIGN GUIDE

d. PG-18-9 SPACE PLANNING CRITERIA – 268; PHARMACY SERVICES

B. INTERNATIONAL BUILDING CODE IBC (2018)

C. NFPA 1 – FIRE CODE (2018)

D. NFPA 101 - LIFE SAFETY CODE (LSC) – (2018)

E. NFPA 220 – STANDARDS ON TYPES OF BUILDING CONSTRUCTION – (2018)

F. NFPA 10 – STANDARD FOR PORTABLE FIRE EXTINGUISHERS – (2018)

G. NFPA 241 – STANDARD FOR SAFEGUARDING CONSTRUCTION (2019)

H. REFER TO FIRE PROTECTION/LIFE SAFETY/ACCESSIBILITY CODE REVIEW FOR ADDITIONAL CODES &

STANDARDS.

I. NFPA 13 – STANDARDS FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2019)

2. OCCUPANCY GROUP (SECTION 304) - GROUP B OCCUPANCY (NFPA 101 CHAPTER 38 - NEW BUSINESS

OCCUPANCY.

3. OCCUPANCY CLASSIFICATION:

A. NFPA 101 (CHAPTER 38) – NEW BUSINESS OCCUPANCY – BASEMENT

B. NFPA 101 (CHAPTER 39) – EXISTING BUSINESS OCCUPANCY – BASEMENT

4. TYPE OF CONSTRUCTION:

A. NFPA 220 (TABLE 4.1.1) – TYPE I (332)

5. FIRE RESISTANCE OF EXTERIOR WALLS (SECTION 602.1, TABLE 602) – NO RATING REQUIRED

6. ALLOWABLE BUILDING AREA: UNLIMITED

7. ALLOWABLE STORES/HEIGHT: UNLIMITED IF BUILDING IS FULLY SPRINKLED

A. ACTUAL STORIES/HEIGHT: 4 STORIES

8. OCCUPANCY SEPARATIONS:

A. IBC (SECTIONS 508 & 508.4) – FIRE BARRIERS - N.R. NON-SEPARATED USES AS PER SECTION 508.3 INCIDENTAL USE AREAS AS PER TABLE 509. WHEN INCIDENTAL USE AREAS ARE SPRINKLED, THE

AREA IS TO BE SEPARATED BY WALLS TO RESIST THE PASSAGE OF SMOKE (509.4.2)

B. IBC SECTION (SECTION 508.2.5) – FIRE SEPARATION NOT REQUIRED WHERE MECHANICAL ROOMS

ARE REQUIRED WITH AUTOMATIC SPRINKLER SYSTEM.

9. TYPE OF CONSTRUCTION - FIRE-RESISTIVE REQUIREMENTS (NFPA 220 TABLE 4.1.1)

A. EXTERIOR WALLS - BEARING = NA

B. INTERIOR WALLS - BEARING = NA

C. EXTERIOR WALLS - NON-BEARING = 0 HOURS

D. INTERIOR WALLS – NON-BEARING = 0 HOURS

E. STRUCTURAL FRAME = 3 HOURS

F. FLOORS/FLOOR-CEILINGS = 2 HOURS

G. ROOFS/ROOF-CEILING = 2 HOURS

H. ROOF CONSTRUCTION-INCLUDING SECONDARY FRAMING): =1 1/2 HOURS

I. VERTICAL OPENING (SHAFTS) =2 HOUR

10. FIRE-RESISTANT MATERIALS AND CONSTRUCTION (CHAPTER 7) (L.S.C. 8.2.3)

A. FIRE RESISTIVE ASSEMBLIES AS PER CHAPTER 7 –SMOKE PARTITIONS, SECTION 710 (L.S.C. SECTION 8.4)

11. FIRE PROTECTION REQUIREMENTS:

A. BUILDING IS CURRENTLY FULLY SPRINKLERED WITH AN AUTOMATIC STANDPIPE SYSTEM AND WILL

REMAIN SO UPON COMPLETION OF THE PROJECT.

B. CABINETS WITH EXTINGUISHERS ARE SHOWN ON DRAWINGS.

C. NFPA 101 (8.5.5.2, 8.7.12.1)

D. NFPA 10 (TABLE 6.2.1.1) – MECHANICAL ROOMS AND LARGE STORAGE ROOMS SHALL BE PROTECTED

UTILIZING ORDINARY EXTINGUISHER PLACEMENT FOR CLASS A HAZARD. A MAXIMUM TRAVEL

DISTANCE TO FIRE EXTINGUISHER OF 75 FEET.

12. MEANS OF EGRESS/EXITING:

A. EXISTING MEANS OF EGRESS TO THREE EXISTING STAIRWAYS WILL BE MAINTAINED AS IS.

1. TRAVEL DISTANCE TO EXITS:

a. BUSINESS OCCUPANCY - NFPA 101 (38.2.6.2.1) –MAX ALLOWED 300FT. PROVIDED:

110FT

2. MEANS OF EGRESS WIDTH CAPACITY:

a. NFPA 101 (TABLE 7.3.3.1)

b. 0.2 INCHES/OCCUPANT FOR DOORS IN BUILDINGS THAT ARE FULLY SPRINKERLED.

c. 0.3 INCHES/OCCUPANT FOR STAIRWAYS IN BUILDINGS THAT ARE FULLY

SPRINKLERED.

3. MEANS OF EGRESS ILLUMINATION:

a. NFPA 101 (7.8) –REQUIRE BY CHAPTER 18 & 38, PROVIDE IN ACCORDANCE WITH 7.8

4. EMERGENCY LIGHTING

a. NFPA 101 (7.9) –REQUIRED BY CHAPTER 18 & 38, PROVIDE IN ACCORDANCE WITH 7.9.

13. OCCUPANT LOAD:

A. NFPA 101 (TABLE 7.3.1.2) – BUSINESS USE: 150 SQ. FT. /PERSON GROSS FLOOR AREA

STORAGE USE: 300 SQ. FT. / PERSON GROSS FLOOR AREA

B. OCCUPANT LOAD CALCULATIONS SEE CODE REVIEW PLAN.

14. EXIT EGRESS WIDTH SECTION

A. MINIMUM WIDTH:

a. NFPA 101 (7.3.4.1 (2)) - NOT LESS THAN 36 FOR ANY MEANS OF EGRESS.

b. NFPA 101 (7.2.1.2.3.2) – NOT LESS THAN 32” DOOR CLEAR WIDTH FOR DOORS IN PATH OF

EGRESS.

B. NFPA 101 (TABLE 7.3.3.1)

a. MEANS OF EGRESS WIDTH CAPACITY

1. EXIT BD-117A = MAX OCCUPANT LOAD SHALL BE 400 PERSONS: 400 X .2 = 80”

EXIT CO-01 = MAX OCCUPANT LOAD SHALL BE 400 PERSONS: 400 X .2 = 80”

EXIT BD-109A = MAX OCCUPANT LOAD SHALL BE 170 PERSONS: 170 X .2 = 34”

STAIR 1D-200 = MAX OCCUPANT LOAD SHALL BE 153 PERSONS: 153 X .3 = 46”

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE

ELECTRICAL LIGHTING DRAWINGS (E SERIES).

2. ALL TEMPORARY CONSTRUCTION BARRIERS

SHALL BE 1-HR RATED, AND DOORS SHALL REMAIN

TAPED SHUT

DN

DEMOLITION LEGEND:

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

ITEMS TO BE DEMOLISHED

FLOOR TILE TO BE REMOVED

EXISTING TRENCH CAP TO BE

REMOVED

EXISTING DOOR & FRAME

TO BE REMOVED

EXISTING GLAZED

TERRA COTTA WALL

TO BE REMOVED

TEMPORARY WALL

TO BE REMOVED

EXISTING WALL & DOOR

TO BE REMOVED TO

FACE OF COLUMN AS

REQUIRED FOR NEW

DOOR INSTALLATION

EXISTING WALL

TO BE REMOVED

EXISTING WALL

TO BE REMOVED

EXISTING DOOR

AND FRAME

TO BE REMOVED

EXISTING FLOOR TILE

TO BE REMOVED

ENTIRELY

EXISTING TRENCH CAP

TO BE REMOVED

EXISTING RAISED SLAB TO BE REMOVED

PATCH AND REPAIR SLAB BELOW TO BE

LEVEL AND MATCH SURROUNDING FLOOR

EXISTING CMU WALL

TO BE REMOVED

EXISTING CMU WALL

TO BE REMOVED

EXISTING DOOR & FRAME

TO BE REMOVED

EXISTING DOOR

TO BE REMOVED

FRAMES TO REMAIN

IN PLACE

EXISTING DOOR & FRAME

TO BE REMOVED ALL EXISTING WALLPAPER

FINISHES IN ELEVATOR LOBBY

TO BE REMOVED AND

WALL SURFACES TO BE

PREPARED FOR NEW PAINT

EXISTING DOOR TO BE REMOVED

FRAME TO REMAIN

EXISTING WALL

TO BE REMOVED

EXISTING BELOW-FLOOR

PIPE TO BE REMOVED

THIS PIPE IS WRAPPED

IN ASBESTOS

EXISTING WALL TO BE

REMOVED TO FACE OF COL.

EXISTING WALL TO BE

REMOVED TO FACE OF COL.

EXISTING FLOOR TILE

TO BE REMOVED

NO WORK IN

THIS AREA

NO WORK IN

THIS AREA

NO WORK IN

THIS AREA

NO WORK IN

THIS AREA

EXISTING WINDOW

TO REMAIN TYP

RE: PLUMBING

DEMOLITION FOR

CONCRETE TO BE

REMOVED IN THIS

AREA, AND,

REPLACED WITH

NEW CONCRETE

RE: PLUMBING

DEMOLITION FOR

CONCRETE TO BE

REMOVED IN THIS

AREA, AND,

REPLACED WITH

NEW CONCRETE

RE: PLUMBING

DEMOLITION FOR

CONCRETE TO BE

REMOVED IN THIS

AREA, AND,

REPLACED WITH

NEW CONCRETE

ALL EXISTING PLASTER

CEILING IN THIS AREA

TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

AND SALVAGED FOR RE-INSTALLATION

IN SOUTHEAST OF BA-67

EXISTING METAL PANEL IN

WINDOW FRAME TO BE REMOVED

EXISTING DOOR TO BE REMOVED

FRAME TO REMAIN

EXISTING DOOR TO BE REMOVED

FRAME TO REMAIN

EXISTING DOOR TO BE REMOVED

FRAME TO REMAIN

EXISTING DOOR TO BE REMOVED

FRAME TO REMAIN

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

TEMPORARY

CONSTRUCTION

PARTITION

ALL WORK IN ELEVATOR LOBBY

MUST BE COORDINATED WITH VA

AND WILL BE LIMITED TO EVENINGS

AND WEEKENDS

DEMO EXISTING CHASE TO EXPOSE PIPE

EXISTING DOOR TO BE

REMOVED

FRAME TO REMAIN

DEMO CHASE TO

EXPOSE PIPE

EXISTING CONCRETE FLOOR

TO BE REMOVED AS REQ'D

MECH

BA-67

STAIR

ES-10

STAIR

ES-9

ELEVATOR

LOBBY

BA-50

OI&T

BA-30

PASSAGE

BA-44

CORRIDOR

BA-52

TLT

BA-15B1

MECH

BA-72

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD

VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E

IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.

3. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK.

4. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS

AND DIMENSIONS.

5. SEE CODE PLAN FOR CODE INFORMATION.

6. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.

7. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY

WITH THE EXCEPTION OF TOILET PARTITIONS.

8. EXISTING WALL SHADED FOR CLARITY.

GENERAL NOTES:

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

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

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DEMOLITION PLAN

AD1.00

EHRM TRAINING AND ADMIN

SPACE SUPPORT

TCJL

FARGO, ND

FULLY SPRINKLED

437-21-225

6 41

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

2. THE DEMOLITION PLAN INDICATES GENERAL INFORMATION AND INTENT. THE CONTRACTOR SHALL COORDINATE

DEMOLITION WITH NEW CONSTRUCTION TO ENSURE QUALITY OF FINAL PRODUCT.

3. DASHED LINES INDICATE EXTENT OF DEMOLITION.

4. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

5. ALL DEMOLITION AND REMODEL WORK MUST BE CLOSELY COORDINATED WITH THE COR.

6. THE GENERAL CONTRACTOR SHALL INSPECT AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING

WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING DEMOLITION, CUTTING OR PATCHING.

7. MATERIAL PRODUCT FROM DEMOLITION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR

WITH THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY REQUESTED BY THE

(COR) TO BE RETAINED BY THE VA. VA MAINTAINS FIRST RIGHT OF SALVAGE.

8. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

DISPOSED OF LAWFULLY.

9. DEMOLITION MATERIALS SHALL BE REMOVED FROM SITE ON A DAILY BASIS. COORDINATE WITH THE COR THE

IDENTIFICATION AND TRANSFER OF ANY ITEMS THAT NEED TO BE SALVAGED.

10. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO STARTING DEMOLITION. MAY NOT BE LIMITED TO UTILITIES SHOWN ON ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL PLANS. REFER TO THE THESE DRAWINGS

FOR ADDITIONAL INFORMATION.

11. UPON ENCOUNTERING UNFORESEEN CONDITIONS DURING REMODEL WORK, THE CONTRACTOR SHALL NOTIFY THE

(COR) BEFORE PROCEEDING.

12. COORDINATE DEMOLITION SHOWN ON THIS SHEET WITH DEMOLITION SHOWN ON MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION DRAWINGS. CREATE PENETRATIONS AS REQUIRED FOR NEW CONSTRUCTION ON

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

13. THE CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION TO REMAIN. DAMAGE TO EXISTING CONSTRUCTION

SHALL BE REPAIRED TO EXISTING OR BETTER CONDITION.

14. ERECT AND MAINTAIN TEMPORARY PARTITIONS AND ENCLOSURES FOR EXTERIOR OPENINGS TO PREVENT THE

TRANSMISSION OF DUST, ODOR, AND NOISE AND MAINTAIN WEATHER TIGHT CONDITIONS.

15. PROVIDE TEMPORARY MECHANICAL EXHAUST SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE WITHIN CONSTRUCTION

ZONES.

16. AT INTERSECTIONS OF REMOVED WALLS WITH WALL TO REMAIN, REPAIR REMAINING WALLS TO MATCH ADJACENT

FINISHED WALLS OR BETTER.

17. REFER TO HAZARDOUS ABATEMENT SPECIFICATIONS FOR REMOVAL OF HAZARDOUS MATERIALS.

18. CONTRACTOR SHALL PROVIDE TEMPORARY SEAL AT ALL DOOR AND WALL OPENINGS AT PERIMETER WALLS DURING

DEMOLITION WORK TO PROTECT ADJACENT AREAS FROM DUST INTRUSION.

19. SOLID SHADED (GRAY) REGIONS DEPICT EXISTING CONSTRUCTION TO REMAIN.

20. SEE MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR OTHER DEMOLITION WORK.

21. REMOVE ALL UNUSED UTILITIES AND CAP. COORDINATE WITH PROPOSED NEW CONSTRUCTION CONDITIONS.

22. CONTRACTOR SHALL PROTECT ADJACENT ROOMS FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DAMAGE

TO ORIGINAL CONDITION.

23. ALL INFILL AND PATCHWORK SHALL MATCH ADJACENT SURFACES, IE. WALL, CEILINGS, FLOORS, ETC. COORDINATE

WITH NEW FINISHES WHERE REQUIRED; SEE FINISH SCHEDULE FOR DISTURBED/DAMAGED BY DEMOLITION AND NEW

CONSTRUCTION.

24. STAIRWAY DOORS ARE TO BE REPLACED (EXISTING FRAMES TO REMAIN IN PLACE). EACH EXISTING DOOR MUST BE

REMOVED AND THE NEW DOOR INSTALLED AND FULLY FUNCTIONAL WITHIN ONE WORK SHIFT.

25. ALL TEMPORARY CONSTRUCTION BARRIERS SHALL BE 1-HR RATED, AND DOORS SHALL REMAIN TAPED SHUT.

1/8" = 1'-0"

DEMOLITION PLAN

DN

FLOOR PLAN LEGEND:

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

FLOOR DRAIN

OPEN OFFICE

BA-42

MECH

BA-41

BREAK RM

BA-43

MECH

BA-67

OPEN OFFICE

BA-70

CONF ROOM

BA-69

OPEN OFFICE

BA-65

CORRIDOR

MECH

BA-72

A5.20

A5.20

MEN

BA-35

WOMEN

BA-39

CORRIDOR

OFFICE

BA-45

M3A

M3A

M3E

M3E

M3A

M3A M3E

M3A

M3E

M3E

M3A

M3A

M3A

M3E

M2E

M2E

M3E

M3A

M3A

M1E

M3A

M1E

M2E

M3A

M3A M3E

M2E

M2EM2EM2E

M3E M3E

M3E

M1E

M3E

M3C

M3C

M1E

M3E

M3EM3E

M2E M2E

BA-70B

BA-70A

BA-65

BA-69B

BA-45

BA-43

BA-42B

BA-41

BA-39

BA-35

BA-42A

B A

-6 A

M1E

M1E

M3A

A1.05

M3E

B U

IL

D

IN

G

P E

R

IM

E T

E R

BUILDING PERIMETER

JAN

BA-37

A6.00

M1E

M3E

M3E M3E

M3E

M1E

M1E

INFILL EXISTING DAMAGED WALL

WITH MORTAR AS REQUIRED TO

ACHIEVE FLUSH EAST WALL SURFACE

OI&T

BA-30

BA-30

INFILL WALL INSETS

WITH MASONRY AND

FIRE-CAULK WHERE

NECESSARY

M3A

M3A

M3A

8' - 8"

CONCRETE PATCH

FLOOR ABOVE AS REQ'D

3' - 0"

ELEVATOR

LOBBY

EXP JT

COVER

FLR &

WALLS

EXP JT COVER

FLR & WALLS

M3E

M3E

A1.05

TYP

B A

-1 C

B A

-1 B

BA-13

BA-72

B A

-5

A3.00

A3.00

BA-44

M3A

M3A

8X8X16 CONC BLOCK

INFILL AS REQ'D

NEW CONCRETE

FLOOR INFILL

TYP

INSTALL ACCESS PANEL

AT CLEANOUTS

SIZE AS REQUIRED

TYP THROUGHOUT PROJECT

RE PLBG

M1E M1E

A6.00

M3C

STAIR

STAIR

STAIR

F.E.

F.E.

F.E.

F.E.

M3E

12" WIDE

6" HIGH

LOUVER

12" AFF

INFILL WINDOW OPENING

WITH 8" CMU, 2" RIGID

INSULATION & FACE BRICK

TO MATCH EXISTING

SIMILAR TO INFILL DETAILED

AT 2/A6.00

M3A1 HR

RATED

MIN.

6' - 0"

EDGE OF ELECT

PANEL

B A

-3

INSTALL NEW GLASS

PANE TO MATCH EXSTG

TO REPLACE METAL

PANEL

BA-67

B A

-1 A

B A

-9 A

B A

-9 B

B A

-9 C

TLT

BA-15B1

PASSAGE

BA-44

WOMEN LOCKER

BA-44A

1-HR RATED TEMPORARY

CONSTRUCTION BARRIER

WITH DOOR TAPED SHUT

ALL WORK IN ELEVATOR LOBBY

MUST BE COORDINATED WITH VA

AND WILL BE LIMITED TO EVENINGS

AND WEEKENDS

B A

-5

11 3/8" 8' - 11 7/8" 50' - 2 3/8" 11' - 10 1/2" 10' - 11 5/8" 22' - 7 7/8" 30' - 9"

/8

/4

/2

/8

2' - 11 3/4" 6' - 1 7/8"

/4

/4

/4

/4

135' - 5 1/4"

/4

/8

/8

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD

VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E

IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.

3. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK.

4. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS

AND DIMENSIONS.

5. SEE CODE PLAN FOR CODE INFORMATION.

6. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL TYPES.

7. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY

WITH THE EXCEPTION OF TOILET PARTITIONS.

8. EXISTING WALL SHADED FOR CLARITY.

GENERAL NOTES:

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

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

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100% CONSTRUCTION DRAWINGS

01/11/2022

FLOOR PLAN

A1.00

EHRM TRAINING AND ADMIN

SPACE SUPPORT

TCJL

FARGO, ND

FULLY SPRINKLED

437-21-225

7 41

1/8" = 1'-0"

FLOOR PLAN

SHEET SPECIFIC NOTES:

1. ALL DIMENSIONS ARE FACE OF STUD OR FACE OF

MASONRY UNLESS NOTED OTHERWISE.

2. OPENINGS ARE DIMENSIONED TO FRAME WIDTH.

CONTRACTOR TO COORDINATE ROUGH OPENING

DIMENSIONS AS REQUIRED.

3. FIRESTOPPING IS REQUIRED AT ALL

PENETRATIONS THROUGH RATED WALLS, FLOORS,

AND CEILINGS, INCLUDING NEW, ABANDONED,

EXISTING, ETC.

4. SPRAY-PAINT WALL TAG ABOVE CEILING AT ALL

RATED WALLS:

1-HR RATED

2-HR RATED

5. ALL TEMPORARY CONSTRUCTION BARRIERS

SHALL BE 1-HR RATED, AND DOORS SHALL REMAIN

TAPED SHUT

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C.

M3E

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C.

ACOUSTICAL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

/8

M3A

/4

5/8" TYPE 'X' GYPSUM BOARD

2 1/2" METAL STUDS AT 16" O.C.

M2E

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5/8" TYPE 'X' GYPSUM BOARD

1 5/8" METAL STUDS AT 16" O.C.

M1E

/4

SOUND ATTENUATION BATT AT INTERIOR WALLS

THERMAL INSULATION BATT AT PERIMETER/EXTERIOR WALLS

SOUND ATTENUATION BATT AT INTERIOR WALLS

THERMAL INSULATION BATT AT PERIMETER/EXTERIOR WALLS

SOUND ATTENUATION BATT AT INTERIOR WALLS

THERMAL INSULATION BATT AT PERIMETER/EXTERIOR WALLS

2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C. - 2HR-RATED

2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD

M3C

2-HR RATED

UL ASSEMBLY

= UL U419

1-HR RATED

UL ASSEMBLY

= UL U419

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GENERAL NOTE:

ALL WALLS TO BE BUILT…