ATTACHMENT 3 - Drawings 1 of 2.pdf

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

/1

/2

:5

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P

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CONSTRUCTION DOCUMENTS

05/12/2022

COVER SHEET

G0.00

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

1 59

EHRM TRAINING AND ADMIN SPACE

PROJECT NO.

OKLAHOMA CITY VA HEALTH CARE SYSTEM

921 NE 13TH ST.

OKLAHOMA CITY, OK 73104

VA

U.S DEPARTMENT OF VETERAN'S AFFAIRS

VETERAN'S HEALTH ADMINISTRATION

VA259-16-D-0217

36C77621N3413

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

/1

/2

:5

:1

P

M

CONSTRUCTION DOCUMENTS

05/12/2022

PROJECT DIRECTORY, DRAWING

INDEX

G0.01

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

2 59

SHEET INDEX

GENERAL

G0.00 COVER SHEET

G0.01 PROJECT DIRECTORY, DRAWING INDEX

G0.02 ABBREVIATIONS, LEGENDS, SYMBOLS AND GENERAL NOTES

G-010 AREA FLOOR PLANS

G-011 CODE REVIEW PLAN

ARCHITETURE

AD1.00 DEMOLITION PLAN

A0.01 HEAD OF WALL DETAILS

A0.02 PARTITION FRAMING DETAILS

A1.00 NEW FLOOR PLANS

A1.10 DIMENSION PLAN

A1.30 WALL TYPES

A1.40 CEILING DETAILS

A1.41 REFLECTED CEILING PLANS

A3.00 BUILDING DEMO SECTIONS & BUILDING SECTIONS

A4.00 ENLARGED STAIR PLANS, SECTIONS AND DETAILS

A4.01 BUILDING SECTION, FLOOR PLANS AND DETAILS

A5.00 ROOM FINISH SCHEDULE

A5.01 FLOOR FINISH PLANS

A5.02 ENLARGED FLOOR PLAN, INTERIOR ELEVATIONS

A5.03 SIGNAGE SCHEDULE AND DETAILS

A6.00 DOOR SCHEDULE, ELEVATIONS AND DETAILS

INTERIOR FUNISHINGS

IF1.00 FURNISHINGS REFERENCE PLANS

STRUCTURAL

S0.00 STRUCTURAL GENERAL NOTES

S0.01 IBC INSPECTION TABLES

S1.00 EXISTING GROUND FLOOR & NEW SECOND FLOOR FRAMING PLAN

S5.00 DETAILS

S6.00 STANDARD DETAILS / SCHEDULES

MECHANICAL

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

M0.01 MECHANICAL SCHEDULES

M0.02 MECHANICAL DETAILS

M0.03 MECHANICAL DETAILS

MD1.00 LOWER LEVEL HVAC DEMOLITION PLAN

MD1.10 UPPER LEVEL HVAC DEMOLITION PLAN

MH1.00 LOWER LEVEL HVAC NEW PLAN

MH1.10 UPPER LEVEL HVAC NEW PLAN

MP1.00 LOWER LEVEL HYDRONIC NEW PLAN

MP1.10 UPPER LEVEL HYDRONIC NEW PLAN

MH2.01 ENLARGED MEHCANICAL ROOM PLAN AND ELEVATIONS

M2.10 HVAC CONTROL DETAILS

MH3.00 MECHANICAL SECTIONS

MH3.01 ENLARGED MECHANICAL SECTIONS

M3.10 HVAC DUCT ISOMETRIC VIEW

M3.20 HYDRONIC PIPING ISOMETRIC VIEW

PLUMBING

P0.00 PLUMBING ABBREVIATIONS, SYMBOLS, LEGENDS AND GENERAL NOTES

PD1.00 PLUMBING DEMOLITION PLAN

P1.00 PLUMBING NEW PLAN

P2.00 PLUMBING ISOMETRIC VIEW

ELECTRICAL

E-000 ELECTRICAL LEGENDS AND ABBREVIATIONS

E-001 EXISTING ELECTRICAL PANEL SCHEDULES

E-002 ELECTRICAL SCHEDULES AND SCHEMATIC DIAGRAMS

E-003 ELECTRICAL DETAILS

ED-100 ELECTRICAL DEMOLITION PLANS

E-100 POWER PLANS

E-200 LIGHTING PLANS

E-300 SPECIAL SYSTEMS PLANS

FIRE PROTECTION

FP-100 FIRE PROTECTION SITE PLAN

FP-101 FIRE SPRINKLER PLANS

FA-100 FIRE ALARM SITE PLAN

FA-101 FIRE ALARM PLANS

ARCHITECT

KARL PERSON, AIA, LEED AP, NCARB

MECHANICAL/ELECTRICAL ENGINEER

RAY DAWES, PE

STRUCTURAL ENGINEER

LUCAS FRIED, PE

FOURFRONT DESIGN INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PHONE (605) 342-9470

ALBERTSON ENGINEERING INC.

3202 WEST MAIN ST, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FIRE PROTECTION ENGINEER

MARK SORNSIN, PE, FIRE PROTECTION CONSULTANT

SUMMIT FIRE PROTECTION

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103PHONE

(651) 288-0781

# 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

GWB GYPSUM WALL BOARD

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 BATTS

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

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

PDF POWER DRIVEN FASTENER

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.

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")

NORTH ARROW

DIRECTION OF PLAN NORTH

DIRECTION OF TRUE NORTH

PLAN

NORTH

V.A. SYMBOLS

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE RESISTIVE RATED LINE, 3 HOUR

FIRE RESISTIVE RATED LINE, 4 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 3 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 4 HOUR

V V ITEM - VA SUPPLIED AND INSTALLED

VC ITEM - VA SUPPLIED AND CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED AND INSTALLED

A

COLUMN GRID

DIMENSION LINE

NORTH ARROW

CL CENTER LINE

N

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.

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. CONTRACTOR SHALL EXERCISE CAUTION TO AVOID ANY

DAMAGE WHEN PERFORMING EARTHWORK, PAVING, OR ANY

CONSTRUCTION IN THE VICINITY OF EXISTING UTILITIES.

4. CONTRACTOR SHALL INSPECT SITE AND FIELD VERIFY ALL

DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING

CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT

OF ANY DISCREPANCIES.

5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,

CONTRACTOR SHALL COORDINATE ALL WORK AND SHOP

DRAWINGS WITH OTHER TRADES.

6. 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.

7. CONTRACTOR SHALL COORDINATE LOCATIONS FOR ALL

MECHANICAL AND ELECTRICAL ITEMS WITH THE GENERAL

CONTRACTOR. CONTRACTOR SHALL NOTIFY ARCHITECT OF

ANY DISCREPANCIES PRIOR TO INSTALLATION AND/OR

FABRICATION.

8. ALL BUILDING DIMENSIONS ARE TO FACE OF STUD, FACE OF

MASONRY, AND EXTERIOR WINDOW OR DOOR ROUGH

OPENING.

9. 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.

10. SEE LIFE SAFETY PLANS FOR LOCATIONS OF FIRE- AND

SMOKE-RATED PARTITIONS.

11. INSTALL BLOCKING WITHIN PARTITIONS AS REQUIRED FOR

INSTALLATION OF WALL-MOUNTED CABINETS, TOILET

ACCESSORIES, WALL STOPS, AND MISCELLANEOUS ITEMS.

12. ALL CEILING HEIGHTS LISTED IN THE ROOM FINISH SCHEDULE

ARE FROM THE FINISH FLOOR OF THE LISTED ROOM, UNLESS

NOTED OTHERWISE.

13. 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.

14. 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.

15. REFER TO SPECIFICATIONS FOR FF&E JSN NUMBER

DESCRIPTION, ACQUISITION AND INSTALLATION.

GENERAL NOTES:

STEEL/METAL

WOOD (ROUGH) BLOCKING OR SHIM

BRICK

GRAVEL

EARTH/ENGINEERED FILL

CONCRETE MASONRY

PLAN AND SECTION

WOOD (ROUGH)

ACOUSTIC CEILING TILE (ACT1)

CEILING

CONCRETE

ELEVATION

CENTER LINE

LINE SYMBOLS

GRID LINE

PROPERTY LINE

CUT LINE

MINERAL WOOL INSULATION

WOOD SUBSTRATE

RIGID INSULATION

MATERIAL LEGEND

WM - WALK OFF MAT

RFT1

FLOORING

BID ALTERNATE

CPT1 - CARPET

CONC - CONCRETE

QT1

BRICK

VERTICAL STANDING SEAM METAL PANEL,

STANDING SEAM METAL ROOF

METAL PANELING - 22"W

GYPSUM BOARD

ACOUSTIC CEILING TILE (ACT2)

WOOD SLAT CEILING TILE (ACT3)

CPT2 - CARPET

CPT3 - CARPET

CPT4 - CARPET

RSF1

RSF2

PT1 - PORCELAIN TILE

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

/1

/2

:5

:1

P

M

CONSTRUCTION DOCUMENTS

05/12/2022

ABBREVIATIONS, LEGENDS, SYMBOLS

AND GENERAL NOTES

G0.02

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

3 59

UP

DN

DNDN

DN

LIMITS OF PROJECT/CONSTRUCTION

UNDER THIS CONTRACT.

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

NEW PLAN AREA LEGEND:

4877 SF

FIRST LEVEL AREA

235 SF

BREAK ROOM

OA1

195 SF

OFFICE

OA2

400 SF

OPEN OFFICE

OA3

108 SF

STORAGE

OA4

157 SF

OFFICE

OA5

696 SF

OPEN OFFICE

OA6

839 SF

CORRIDOR

CO1

101 SF

STORAGE

186 SF

STORAGE

40 SF

TOILET

40 SF

TOILET

40 SF

TOILET

40 SF

TOILET

619 SF

MEETING ROOM

640 SF

MEETING ROOM

54 SF

HAC

FE

FE

FE

F E

C

FEC

462 SF

MEETING ROOM

475 SF

MEETING ROOM

535 SF

MEETING ROOM

527 SF

MEETING ROOM

406 SF

CORRIDOR

CO2

3453 SF

UPPER LEVEL AREA

37 SF

ELECTRICAL

ROOM

235 SF

BREAK ROOM

OA1

586 SF

MECHANICAL

F E

C

F E

FEC

20 SF

STORAGE

20 SF

MECHANICAL

EXISTING WALL RATING:

2 HOUR FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS

ROOM ENCLOSURE

FE EXISTING FIRE EXTINGUISHER

LIFE SAFETY LEGEND:

MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

EXIT DISCHARGE

DEAD-END CORRIDOR

PROVIDED CLEAR DOOR WIDTH (INCHES)

MAX OCCUPANT LOAD CAPACITY (NO. OF PEOPLE)

DOOR TAG

WALL RATING:

1 HOUR FIRE BARRIER

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS

BUT SHALL REQUEST DESIRED DIMENSIONS

FROM ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES.

3. MECHANICAL AND ELECTRICAL ITEMS

SHOWN ON THE RCP DRAWINGS ARE FOR

REFERENCE ONLY. FINAL LOCATION OF

MECHANICAL AND ELECTRICAL FIXTURE

WILL NEED TO BE COORDINATED WITH

ARCHITECTURE AND INTERIORS.

4. REFER TO ELECTRICAL DRAWING FOR ALL

ELECTRICAL CEILING FIXTURE SYMBOLS.

NOT ALL ELECTRICAL SYMBOLS ARE

INDICATED IN THE REFLECTED CEILING

LEGEND.

5. ALL CEILING MOUNTED ITEMS SHALL BE

LOCATED IN THE CENTER OF THE ACOUSTIC

CEILING PANEL UNLESS NOTED

OTHERWISE.

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

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1 2 3 4 5 6 7 8 9

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CONSTRUCTION DOCUMENTS

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AREA FLOOR PLANS

G-010

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

4 59

TOTAL BUILDING GROSS AREA

Name Area

FIRST LEVEL AREA 4877 SF

UPPER LEVEL AREA 3453 SF

Total 8330 SF

NET ROOM AREA SCHEDULE - ADNMIN/TRAINING

No. Name Area

1 MEETING ROOM 619 SF

2 MEETING ROOM 640 SF

3 TOILET 40 SF

4 TOILET 40 SF

5 STORAGE 101 SF

6 STORAGE 186 SF

7 TOILET 40 SF

8 TOILET 40 SF

9 HAC 54 SF

CO1 CORRIDOR 839 SF

OA1 BREAK ROOM 235 SF

OA1A STAIRS 54 SF

OA2 OFFICE 195 SF

OA3 OPEN OFFICE 400 SF

OA4 STORAGE 108 SF

OA5 OFFICE 157 SF

OA6 OPEN OFFICE 696 SF

10 MEETING ROOM 462 SF

11 MEETING ROOM 475 SF

12 MEETING ROOM 527 SF

13 MEETING ROOM 535 SF

15 STORAGE 20 SF

16 STAIRS 94 SF

17 STAIRS 90 SF

18 ELECTRICAL ROOM 37 SF

19 MECHANICAL 586 SF

20 MECHANICAL 20 SF

CO2 CORRIDOR 406 SF

NET ROOM TOTAL: 28 7697 SF

1/8" = 1'-0"

AREA FLOOR PLAN - LEVEL 1

1/8" = 1'-0"

AREA FLOOR PLAN - LEVEL 2

GENERAL NOTES:

TRUE

NORTH

N

TRUE

NORTH

N

DN

UP

DNDN

DN

MEETING ROOM

MEETING ROOM

STORAGE

5 STORAGE

TOILET

TOILET

TOILET

TOILET

BREAK ROOM

OA1

OFFICE

OA2

OPEN OFFICE

OA3

STORAGE

OA4

OFFICE

OA5

OPEN OFFICE

OA6

CORRIDOR

CO1

FE

FE

FE

HAC

TOILET FEMALE

GB112

VOLUNTEER

INFORMATION

GB113

VOLUNTEER

SERVICE

GD107

ROOM

GD101

E L

E C

G D

CHIEF

VOLUNTEER

SERVICE

GD108

CORRIDOR

CG-2D

CORRIDOR

CG-1D

VESTIBULE

CG-1R

C O

R R

ID

O

R

C G

-2 R

PHYSICAL REHAB

GR119

STORAGE

GR100

ROOM

GR101

ROOM

GR102

CORRIDOR

CG-5R

F E

C

EXIT

#1

EXIT

#3

T D

CP#1 = 62' - 0"

TD#2 = 22'- 0"

CP#2 = 46' - 6"

TD#3 = 76' - 0"

TD#4 = 96' - 0"

TYPE II(000)

CONSTRUCTION

ASSEMBLY OCCUPANCY

TYPE II(222)

CONSTRUCTION

BUSINESS OCCUPANCY

FEC

TD#5 = 94' - 0"

EXIT

#2

EXIT

#4

MEETING ROOM

MEETING ROOM

MEETING ROOM

MEETING ROOM

CORRIDOR

CO2

STORAGE

STAIRS

STAIRS

F E

C

BREAK ROOM

OA1

ELECTRICAL

ROOM

CP#3 = 48' - 0"

TYPE II(000)

CONSTRUCTION

ASSEMBLY OCCUPANCY

TYPE II(222)

CONSTRUCTION

BUSINESS OCCUPANCY

OFFICE

1B107I

OFFICE

1B107H

PRINTERS

1B107G

OFFICE

1B107F

OFFICE

1B107E

OFFICE

1B107D

CORRIDOR

C1B8

OFFICE

1B107J

SECRETARY

1B107K

ELECT.

1B107K

F E

OFFICE

1B107C

CORRIDOR

C1B7

OFFICE

1B107L

MECHANICAL

FEC

CP#4 = 66' - 0"

TD#6 = 43'- 0"

A TOTAL OF 73' - 0" TD TO EXIT #3

TD#7 = 86'- 0"

A TOTAL OF 168' - 0" TD TO EXIT #2

MECHANICAL

EXISTING WALL RATING:

2 HOUR FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS

ROOM ENCLOSURE

FE EXISTING FIRE EXTINGUISHER

LIFE SAFETY LEGEND:

MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

EXIT DISCHARGE

DEAD-END CORRIDOR

PROVIDED CLEAR DOOR WIDTH (INCHES)

MAX OCCUPANT LOAD CAPACITY (NO. OF PEOPLE)

DOOR TAG

WALL RATING:

1 HOUR FIRE BARRIER

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS

BUT SHALL REQUEST DESIRED DIMENSIONS

FROM ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES.

3. MECHANICAL AND ELECTRICAL ITEMS

SHOWN ON THE RCP DRAWINGS ARE FOR

REFERENCE ONLY. FINAL LOCATION OF

MECHANICAL AND ELECTRICAL FIXTURE

WILL NEED TO BE COORDINATED WITH

ARCHITECTURE AND INTERIORS.

4. REFER TO ELECTRICAL DRAWING FOR ALL

ELECTRICAL CEILING FIXTURE SYMBOLS.

NOT ALL ELECTRICAL SYMBOLS ARE

INDICATED IN THE REFLECTED CEILING

LEGEND.

5. ALL CEILING MOUNTED ITEMS SHALL BE

LOCATED IN THE CENTER OF THE ACOUSTIC

CEILING PANEL UNLESS NOTED

OTHERWISE.

BUILDING CODE SUMMARY

2021 INTERNATIONAL BUILDING CODE

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

PROJECT NAME: EHRM TRAINING AND ADMIN SPACE

OKLAHOMA CITY VA HEALTH CARE SYSTEM

A/E PROJECT NO.: 2226.A32

PREPARED BY: KARL PERSON

DATE: 4-15-22

1. APPLICABLE CODES/STANDARDS:

A. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATOIN GUIDE, AND OTHER GUIDENCE 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 2014); SIGNAGE (OCT 2013)

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

c. PG-18-9 SPACE PLANNING CRITERIA –

B. INTERNATIONAL BUILDING CODE IBC (2021)

C. NFPA 1 –FIRE CODE (2021)

D. NFPA 101 -LIFE SAFETY CODE (LSC) –(2021)

E. NFPA 220 –STANDARDS ON TYPES OF BUILDING CONSTRUCTION –(2019)

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

G. NFPA 241 –STANDARD FOR SAFEGUARDING CONSTRUCTION (2018)

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

2. OCCUPANCY CLASSIFICATION: NEW ASSEMBLY (L.C.S. CHAPTER.12)

3. TYPE OF CONSTRUCTION:

A. NFPA 220(TABLE 4.1.1) –TYPE II (000)

4. OCCUPANCY SEPARATIONS:

A. NFPA 101 CHAPTER 6

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

A. EXTERIOR WALLS -BEARING = 0 HOURS

B. INTERIOR WALLS -BEARING = 0 HOURS

C. EXTERIOR WALLS -NON-BEARING = 0 HOURS

D. INTERIOR WALLS –NON-BEARING = 0 HOURS

E. STRUCTURAL FRAME = 0 HOURS

F. FLOORS/FLOOR-CEILINGS = 0 HOURS

G. ROOFS/ROOF-CEILING = 0 HOURS

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

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

B. NFPA 101 -CHAPTER 18 HAZARDOUS ROOMS AND INCIDENTAL USE ROOM SEPARATION.

7. FIRE PROTECTION REQUIREMENTS:

A. THE BUILDING IS CURRENTLY FULLY SPRINKLERED WITH AN AUTOMATIC STANDPIPE SYSTEM AND WILL REMAIN SO UPON COMPLETION OF THE PROJECT.

B. FIRE EXTINGUISHERS WILL BE PROVIDED AS INDICATED ON LIFE SAFETY PLANS.

C. NFPA 101 (CHAPTER 8 AND 9)

1. 1-HR FIRE BARRIER REQUIRED FOR GENERAL STROAGE, BOILER, OR FURNACE ROOMS AND SHOPS THAT INCLUDE WOODWORKING OR PAINTING AREA, UNLESS AUTOMATIC SPRINKLER PROTECTION IS PROVIDED. WHERE AUTOMTIC SPRINKLER PROTECTION IS PROVIDED SMOKE PARTITIONS SHALL BE PROVIDED. 8.7.1.1, 8.7.1.2.

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.

8. MEANS OF EGRESS/EXITING:

A. NUMBER OF MEANS OF EGRESS: THE EXISTING EGRESS CONDITIONS SHALL NOT BE CHANGED AS A RESULT OF THIS PROJECT.

B. ARRANGEMENT OF MEANS OF EGRESS: THE EXISTING EGRESS CONDITIONS SHALL NOT BE CHANGED AS A RESULT OF THIS PROJECT

C. COMMON PATH OF TRAVEL:

1. NFPA 101 (12.2.5.2) –MAX ALLOWED 75FT FOR AREAS SERVING LESS THAN 50 OCCUPANTS.

2. PROVIDED: COMMON PATH IS LESS THAN 75 FT.

D. TRAVEL DISTANCE TO EXITS:

1. NFPA 101 (12.2.6.2.2) –MAX ALLOWED 250FT FULLY SPRINKLERED.

a. TD-1 = 52' - 0"

b. TD-2 = 22' - 0"

c. TD-3 = 76' - 0"

d. TD-4 = 96' - 0"

e. TD-5 = 94' - 0"

f. TD-6 = 73' - 0"

g. TD-7 = 168' - 0"

G. MEANS OF EGRESS ILLUMINATION:

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

2. EMERGENCY LIGHTING –NFPA 101 (7.9) –REQUIRED BY CHAPTER 38, PROVIDE IN

ACCORDANCE WITH 7.9.

9. OCCUPANT LOAD:

A. NFPA 101 (TABLE 7.3.1.2)

1. BUSINESS USE: 150 SQ. FT. /PERSON

2. ASSEMBLY USE, LESS CONCENTRATED USE, WITHOUT FIXED SEATING: 15 SF/PERSON

B. OCCUPANT LOAD CALCULATIONS SEE CODE REVIEW PLAN FOR SCHEDULE.

EGRESS PATH

ID

COMMON PATH (FT.)

CP-1 75' - 0"

CP-2

TRAVEL DISTANCE (FT.)

MEANS OF EGRESS CALCULATIONS

EXIT

ID

EGRESS CAPACITY

FACTOR

#1 0.2

#2 0.2

OCCUPANCY LOAD

MAXIMUM CAPACITY

EXIT WIDTH CALCULATIONS

32"

62"

CLEAR

WIDTH

NOTE: EGRESS WIDTH CALCULATIONS BASED ON

INTERNATIONAL BUILDING CODE AND NFPA 101 - LIFE

SAFETY CODE, 2021 EDITION.

MAXIMUM ACTUAL MAXIMUM ACTUAL

CP-3

CP-4

TD-1

TD-2

TD-3

TD-4

TD-5

75' - 0"

75' - 0"

75' - 0"

250' - 0"

250' - 0"

250' - 0"

250' - 0"

46' - 6"

22' - 0"

76' - 0"

48' - 0"

66' - 6"

96' - 0"

94' - 0"

62' - 0"

52' - 0"

DEAD END CORRIDOR (FT.)

MAXIMUM ACTUAL

20' - 0" N/A

NOTE: MEANS OF EGRESS CALCULATIONS BASED ON INTERNATIONAL BUILDING CODE AND

NFPA 101- LIFE SAFETY CODE, 2021 EDITION.

250' - 0"

TD-6

TD-7

250' - 0" 73' - 0"

168' - 0"

-- 250' - 0"

#3 0.2 36072"

#4 0.2 16032"

20' - 0" N/A

20' - 0" N/A

20' - 0" N/A

20' - 0" N/A

20' - 0" N/A

20' - 0" N/A

20' - 0" N/A

20' - 0" N/A

20' - 0" N/A

20' - 0" N/A

PROJECT LOCATION

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

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CODE REVIEW PLAN

G-011

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

5 59

1/8" = 1'-0"

OCCUPANCY PLAN - LEVEL 1

1/8" = 1'-0"

OCCUPANCY PLAN - LEVEL 2

GENERAL NOTES:

TRUE

NORTH

N

TRUE

NORTH

N

1" = 100'-0"

KEY PLAN TRUE

NORTH

N

B

2 2

8 8

D

D

E

E

F

F

G

G

H

H

A3.00

A3.00

A3.00

A3.00

02-02 02-02 02-0202-02

02-0202-02

02-03 02-03

02-03

02-03

02-03 02-03

02-03

02-03

02-03

02-03

02-03

02-03

02-03

02-03 02-0302-03

02-03

02-03 02-03

02-15

02-15 02-15

02-15

02-1502-15

02-13 02-1302-12 02-12

02-03 02-03

02-03

02-0702-07

02-5002-50

02-2802-28

02-1402-14

02-06 02-06 02-06

02-17

02-22

02-17

02-52

02-52

02-52

02-52

02-52

02-52 02-52 02-52

02-52

02-52 02-52

02-23

02-23

FE

LIMITS OF PROJECT/CONSTRUCTION

UNDER THIS CONTRACT.

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

NEW PLAN AREA LEGEND:

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS

BUT SHALL REQUEST DESIRED DIMENSIONS

FROM ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES.

3. MECHANICAL AND ELECTRICAL ITEMS

SHOWN ON THE RCP DRAWINGS ARE FOR

REFERENCE ONLY. FINAL LOCATION OF

MECHANICAL AND ELECTRICAL FIXTURE

WILL NEED TO BE COORDINATED WITH

ARCHITECTURE AND INTERIORS.

4. REFER TO ELECTRICAL DRAWING FOR ALL

ELECTRICAL CEILING FIXTURE SYMBOLS.

NOT ALL ELECTRICAL SYMBOLS ARE

INDICATED IN THE REFLECTED CEILING

LEGEND.

5. ALL CEILING MOUNTED ITEMS SHALL BE

LOCATED IN THE CENTER OF THE ACOUSTIC

CEILING PANEL UNLESS NOTED

OTHERWISE.

1 1

10 10

B

B

2 2

8 8

D

D

E

E

F

F

G

G

H

H

A3.00

A3.00

A3.00

A3.00

A3.00

A3.00

02-02

02-02

02-02

02-03

02-03

02-03 02-03

02-03

02-02

02-03 02-03

02-03

02-03

02-12

02-12

02-0502-05

02-0502-05

02-0502-05

02-5002-50

02-2802-2802-02 02-03

02-18

4' - 4 7/8"

F E

02-24

EXISTING WALL RATING:

2 HOUR FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS

ROOM ENCLOSURE

PROJECT LOCATION

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

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CONSTRUCTION DOCUMENTS

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DEMOLITION PLAN

AD1.00

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

6 59

1/8" = 1'-0"

DEMOLITION PLAN - LEVEL 1

GENERAL NOTES:

KEYNOTES:

02-02 REMOVE EXISTING DOOR, DOOR

HARDWARE, AND FRAME COMPLETELY.

COORDINATE WITH ANY ASSOCIATED

ELECTRICAL/ACCESS CONTROL

DEMOLITION.

02-03 REMOVE EXISTING WALL FROM FINISH

FLOOR TO STRUCTURE ABOVE AND ANY

ASSOCIATED

MECHANICAL/PLUMBING/ELECTRICAL/FIRE

PROTECTION. SEE MECHANICAL,

PLUMBING, ELECTRICAL, FIRE

PROTECTION FOR ADDITIONAL

INFORMATION.

02-05 REMOVE EXISTING CONCRETE SLAB,

REFER TO STRUCTURAL DRAWINGS.

02-06 REMOVE CURTAIN, TRACK AND SLIDING

PANELS TO STRUCTURAL WALL.

02-07 REMOVE EXISTING FLOORING, BASE, TRIM,

TO ITS ENTIRETY AT THE FIRST FLOOR.

PREPARE FOR NEW FLOORING, SEE FLOOR

FINISH PLAN.

02-12 REMOVE EXISTING STAIRS AND RAILINGS

TO ITS ENTIRETY.

02-13 REMOVE EXISTING RAMP AND RAILINGS TO

ITS ENTIRETY.

02-14 PATCH/FILL ANY HOLES REMAINING AFTER

DEMOLITION TO CREATE A SMOOTH

FLOORING SUITABLE FOR STRUCTURAL

INTEGRITY AND FLOORING INSTALLATION.

02-15 REMOVE EXISTING PLUMBING FIXTURES

AND PIPING. SEE PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

02-17 LEAVE EXISTING WINDOW AND BLINDS,

FRAME AND DRYWALL OVER.

02-18 SAW OFF STRINGER TO BE FLUSH WITH

FLOOR, FILL IN FLOOR, SEE SHEET A1.00

DETAIL 3. REMOVE HANDRAIL FILL HOLES

AND PATCH WALLS AS REQUIRED.

02-22 REMOVE ALUMINUM STORE FRONT DOOR

AND GLASS, REPLACE WITH NEW.

02-23 CREATE TEMP VESTIBULE FOR

CONSTRUCTION TRAFFIC.

02-24 SEE SHEET MD 1.10 FOR REMOVING PAD

AT AHU.

02-28 GUT OUT FIRST AND SECOND LEVEL TO ITS

ENTIRETY, SEE MECHANICAL, PLUMBING,

STRUCTURAL, ELECTRICAL, FIRE

PROTECTION FOR ADDITIONAL

INFORMATION REGARDING DEMOLITION.

02-50 REMOVE EXISTING ACOUSTICAL CEILING

TILE, GRID, CEILING MOUNTED EQUIPMENT,

AND ANY ASSOCIATED MECHANICAL/

ELECTRICAL/ PLUNBING/ FIRE PROTECTION

FIXTURES. SEE MECHANICAL/ PLUMBING/

ELECTRICAL/ FIRE PROTECTION FOR

ADDITIONAL INFORMATION.

02-52 REMOVE ALL DRYWALL DOWN TO METAL

STUDS.

1/8" = 1'-0"

DEMOLITION PLAN - UPPER LEVEL

TRUE

NORTH

N

TRUE

NORTH

N

DEMO NOTE

1. SEE ADDITIONAL DEMOLITION REQUIREMENTS ON

SHEET A3.00.

TRUE

NORTH

N

1" = 100'-0"

KEY PLAN

SLOTTED SLIP TRACK

UNDERSIDE OF STRUCTURAL DECKING

METAL STUD FRAMING AT 16" O.C.

FLEXIBLE SEALANT, EACH SIDE

SEE WALL TYPE

DEFLECTION GAP3

/4

SAFING INSULATION

ANCHOR STUD TO SLIP

TRACK WITH WAFER HEAD

SCREW

20 GA 3" STEEL

STRAP AT 16" O.C. WHERE

REQUIRED

/4

STRUCTURAL DECK-PROVIDE

INFILL TO DECK

SLOTTED SLIP TRACK

SAFING INSULATION

ANCHOR STUD TO SLIP TRACK

WITH WAFER HEAD

SCREEN

/2

/4

ATTACH 8" GYPSUM BOARD WITH

SCREW ANCHOR

/4

GYPSUM BOARD

DEFLECTION GAP DEFLECTION GAP

DECKING CHANNEL DEPTH

METAL DECK

(PERPENDICULAR TO FLUTES)

METAL DECK

(PARALLEL TO FLUTES)

STEEL BEAM

DETAIL 1C - "OTHER WALLS" - ADDITIONAL NOTES:

1. UPGRADE TO DETAIL "1A" WHERE WALL IS DESIGNED WITH A FIRE-RESISTANCE RATING.

2. UPGRADE TO DETAIL "1B" WHERE WALL IS DESIGNED AS A "SMOKE PARTITION" OR "SOUND-CONTROL" WALL.

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

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

METAL DECK

(PERPENDICULAR TO FLUTES)

CUT ONE LAYER GWB TO

FOLLOW PROFILE OF

DECKING. SEAL

CONTINUOUSLY WITH

ACOUSTICAL SEALENT.

SLOTTED TOP TRACK

STUD

SAB

GWB

PDF 0.145 INCH X 1 1/4" HILTI

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

#8 SMS MID HEIGHT OF

SLOT TYP.

FILL FLUTE VOID W/ SAB

PDF 0.145 INCH X 1 1/4" HILTI

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

GWB SOUND AND

SMOKE CLOSURE

STRIP SECURE TO

STRUCTURE AND

SEAL WITH

ACOUSTICAL

SEALENT

2"X20 GA STRAPS AT

16" O.C.

ACOUSTICAL SEALENT

(BOTH SIDES)

#8 SMS MID HEIGHT OF

SLOT TYP

SLOTTED TOP TRACK

STUD

SAB

GWB

18GA MET Z-BAR AT 16" O.C.,

ATTACH TO STL BEAM W/(2) MIN

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

ACOUSTICAL SEALENT

(BOTH SIDES)

#8 SMS MID HEIGHT OF

SLOT TYP

METAL DECK

(PARALLEL TO FLUTES)

STEEL BEAM

/8

/8

1" 1"

/8

DETAIL 1B - "SMOKE PARTITIONS AND SOUND-CONTROL WALLS" - ADDITIONAL NOTES:

1. UPGRADE TO DETAIL "1A" WHERE WALL IS DESIGNATED WITH A FIRE-RESISTANCE RATING.

2. FILL VOIDS WITH SOUND ATTENUATION BATTS (SAB).

3. SOUND WALLS AND SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB BE CUT TO FOLLOW UNDULATING SURFACES OF SUPERSTRUCTURES INCLUDING BUT NOT LIMITED TO FLUTES METAL DECKING. JOINT GWB TO SUPERSTRUCTURE WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT.

4. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "...LIMIT THE PASSAGE OF SMOKE...".

SLOTTED TOP TRACK

1 OR 2 LAYERS OF

GYPSUM WALLBOARD; SEE

WALL TYPE

STUD

SAB

MINERAL WOOL

FORMING

MATERIAL

PDF 0.145 INCH X 1

1/4" HILTI X-DN1

ESR-1663 AT 16" O.C.

/8

/8

1" 1"

FIRE STOP JOINT SPRAY

#8 SMS MIDDLE HEIGHT OF

SLOT TYPICAL

PDF 0.145 INCH X 1 1/4" HILTI

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

/8

"2"X20 GAUGE STRAPS AT

16" O.C.

FIRE STOP JOINT SPRAY

#8 SMS MIDDLE HEIGHT OF

SLOT TYPICAL

SLOTTED TOP TRACK

1 OR 2 LAYERS OF

GYPSUM WALLBOARD;

SEE WALL TYPE

STUD

SAB

#8 SMS MIDDLE HEIGHT OF

SLOT TYPICAL

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

ATTACH TO STEEL BEAM WITH (2) MINIMUM

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

MINERAL WOOL FORMING

MATERIAL

DESIGN BASIS: UL-HW-D-0042

METAL DECK

(PERPENDICULAR TO FLUTES)

DESIGN BASIS: UL-HW-D-0264

METAL DECK

(PARALLEL TO FLUTES)

DESIGN BASIS: UL-HW-D-0259

STEEL BEAM

DETAIL 1A- "FIRE-RATED WALLS"- ADDITIONAL NOTES:

1. CONDITIONS INDICATED TO SHOW DESIGN INTENT. THEY ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR A UL-APPROVED TOP-OF-WALL DESIGNS THAT ARE APPROPRIATE FOR CONDITIONS.

2. REFER TO SECTION 07270 / FIRESTOPPING FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITION FOR FIRE-RATED WALLS.

GENERAL NOTES

1. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF INTEGRITY OF SOUND, SMOKE AND FIRE WALLS.

2. DESIGN INTENT DETAILS ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR HEAD-OF-WALL DESIGNS AND COMPONENTS AS APPROPRIATE FOR CONDITIONS.

3. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED ON A PROJECT. COMPLY WITH MANUFACTURER AND UL APPROVED METHODS FOR ATYPICAL CONDITIONS.

4. SECURE TOP OF INTERIOR PARTITIONS TO SUPERSTRUCTURE IN A WAY THAT PROVIDES LATERAL STABILITY (PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A MINIMUM OF 3/4" OF

VERTICAL DEFLECTION OF THE SUPERSTRUCTURE.

5. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS OR SIMILAR SPACERS TO ACCOMMODATE THICKNESS OF

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS (SFRM).

6. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, IS THE BASIS FOR DESIGN AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES. OPTIONAL MANUFACTURERS MAY PROVIDE

SIMILAR, PROPRIETARY METHODS IN ACCORDANCE WITH THE PROVISIONS OF SPECIFICATION SECTION 09 22 16.

7. SECURE VERTICAL STUDS TO SLOTTEDTOP TRACK AT MID-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE VERTICALLY AS SUPERSTRUCTURE DEFLECTS.

8. DO NOT SCREW GYPSUM WALLBOARD TO TOP TRACK OR SUPERSTRUCTURE. GWB SCREWS INTO THE STUDS MUST BE AT LEAST 1" BELOW THE BOTTOM OF THE TOP TRACK\

9. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TYPES.

10. AT FIRE-RATED WALLS REFER TO SPECIFICATION SECTION 07 84 00 FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS.

11. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED.

12. FIRE STOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE EXPOSED CLEAN SEALANT (TO CONCEAL FIRESTOPPING) AT FOOD SERVICE, FDA INSPECTED PRODUCTION FACILITIES, VIVARIA, BIOLOGICAL CONTAINMENT AND CLEAN ROOM APPLICATIONS.

13. WHERE A WALL IS DESIGNATED AS BOTH A SOUND-CONTROL WALL AND A FIRE-RATED WALL, REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS.

14. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS WITH SOUND ATTENUATION BATTS (SAB)

15. SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB, AND SOUND-CONTROL WALLS REQUIRE GWB ON BOTH SIDES, BE CUT TO FOLLOW UNDULATING SURFACES OF THE

SUPERSTRUCTURE INCLUDE, BUT NOT LIMITED TO, FLUTES IN METAL DECKING. PROVIDE A CONTINUOUS BEAD OF SEALANT (AS SPECIFIED) TO SUPERSTRUCTURE.

SLOTTED DEEP LEG

DEFLECTION TRACK

SLIP

CONNECTION

VERTICAL STUD

ISOMETRIC VIEW OF SLOTTED TOP TRACK

T Y

P

FINISH CEILING WHERE OCCURRING,

(SEE REFLECTED CEILING PLAN)

METAL STUD TRACK TO CONCEAL

SOUND INSULATION (WHERE OCCURRING)

SEE RCP

3 5/8" x 20GA METAL STUD BRACES

AT 48" O.C. ALTERNATE DIRECTIONS

FASTEN ENDS W/ (2) #10 SMS.

METAL STUD ATTACHED TO DECK

ALTERNATE

BRACE BEYOND

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS

BUT SHALL REQUEST DESIRED DIMENSIONS

FROM ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES.

3. MECHANICAL AND ELECTRICAL ITEMS

SHOWN ON THE RCP DRAWINGS ARE FOR

REFERENCE ONLY. FINAL LOCATION OF

MECHANICAL AND ELECTRICAL FIXTURE

WILL NEED TO BE COORDINATED WITH

ARCHITECTURE AND INTERIORS.

4. REFER TO ELECTRICAL DRAWING FOR ALL

ELECTRICAL CEILING FIXTURE SYMBOLS.

NOT ALL ELECTRICAL SYMBOLS ARE

INDICATED IN THE REFLECTED CEILING

LEGEND.

5. ALL CEILING MOUNTED ITEMS SHALL BE

LOCATED IN THE CENTER OF THE ACOUSTIC

CEILING PANEL UNLESS NOTED

OTHERWISE.

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

/1

/2

:5

:2

P

M

CONSTRUCTION DOCUMENTS

05/12/2022

HEAD OF WALL DETAILS

A0.01

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

7 59

3" = 1'-0"

DEFLECTION DETAIL-PARALLEL TO DECK

3" = 1'-0"

DEFLECTION DETAIL-PERPENDICULAR TO DECK

1" = 1'-0"

HEAD-OF-WALL CONDITIONS - STUD WALLS - NON-FIRE, NON-SMOKE, NON-SOUND CONTROL

WALLS

1" = 1'-0"

HEAD-OF-WALL CONDITIONS - STUD WALLS - SMOKE PARTITIONS AND SOUND CONTROL WALLS

1" = 1'-0"

HEAD-OF-WALL CONDITIONS - STUD WALLS - FIRE RATED WALLS

3/4" = 1'-0"

GENERAL REQUIREMENTS FOR STUD PARTITIONS

3" = 1'-0"

TYPICAL PARTITION KICKER

GENERAL NOTES:

20 GAUGE MINIMUM METAL SILL

TRACK BELOW

DOUBLE 20 GAUGE MTL

STUDS

20 GAUGE MINIMUM METAL TRACK

AT FLOOR

1" X 20 GAUGE METAL STRAP

PLATES AT 3'-6" OC EACH

SIDE

CLIP ANGLE

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

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.

TYPE C

14 GAUGE STEEL RUNNER TRACK-

CLIP FLANGES AND FOLD

WEB TO FORM

ATTACHMENT FLANGE

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

CONT16 GAUGE 6" WIDE

METAL BACK-UP STRAP

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

ADDITIONAL NOTES: 1/2" MAX

1/2" MAX

1. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE SEALED

TO STRUCTURE AS INDICATED TO SUCCESSFULLY "LIMIT THE PASSAGE

OF SMOKE".

2. CONDITIONS INDICATED TO SHOW DESIGN INTENT, AND NOT

INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR

UL-APPROVED CONTROL JOINTS DESIGNS THAT ARE APPROPRIATE

FOR THE SPECIFIC CONDITION. JOINTS TO BE SIZED TO

ACCOMMODATE MOVEMENT CAPABILITIES OF FIRESTOP ASSEMBLY.

1/2" MAX

CONTROL JOINT,

BOTH SIDES

1 1/2"

CONTROL JOINT,

BOTH SIDES

1HOUR FIRE RATED

WHI-647-3024

2 LAYERS OF 5/8"

GYPSUM WALLBOARD

PARTITION AS

SCHEDULED PARTITION AS

SCHEDULED

MAX

24'-0”

MAX

24'-0” 24'-0”

MAX

1 1/2"

CONTROL JOINT,

BOTH SIDES

2HOUR FIRE RATED

WHI-651-0318.1

2 LAYERS OF 5/8" GYPSUM

WALLBOARD

PARTITION AS

SCHEDULED

SOUND ATTENUATION

BLANKET COMPRESSED TO

FILL OPENING AT SOUND

RATED PARTITION

MAX

24'-0”

MAX

24'-0”

CONCRETE, MASONRY OR

STEEL CHANGE IN

CONSTRUCTION

1/2" MAX

CHANGE IN

CONSTRUCTION

PARTITION AS

SCHEDULED

1/2" MAX

LC-BEAD

SEALANT, REFERENCE

SPECS FOR TYPE

MAX

24'-0”

MAX

24'-0”

CONTROL JOINT

1/2" MAX

L-BEAD

SEALANT BOTH SIDE,

PARTITION AS

SCHEDULED GYPSUM WALLBOARD

SUSPENDED

CEILING SYSTEM

REFERENCE SPECS FOR TYPE

/4

ACOUSTIC BATT INSULATION (WHERE

OCCURRING)

METAL STUD TRACK; MATCH GAUGE AND SIZE

TO STUD.

BASE, SEE FINISH SCHEDULE

SEALANT AND BACKER ROD, EACH SIDE

NOTE: PROVIDE CONTINUOUS SMOKE SEALANT AT

SMOKE PARTITIONS.

PARTITION AS SCHEDULED.

INSTALL GWPS A

MINIMUM OF 1/4" ABOVE

SUB FLOOR.

DOOR, SEE SCHEDULE

HOLLOW METAL FRAME

SEALANT AT FRAME PERIMETER,

EACH SIDE

METAL STUD WALL, SEE WALL

TYPES

5/8" GYPSUM BOARD

T Y

P

ADJACENT WALL

S E

E W

A L L

T Y

P E

SEE WALL TYPE

20 GAUGE MINIMUM

METAL TRACK

CLIP ANGLE

FINE, NEAT SEALANT BEAD AT PERIMETER.

FIRE EXTINGUISHER CABINET, VERIFY DIMENSIONS WITH MFR.

NOTE:

INSTALL PER MANUFACTURER'S REQUIREMENTS.

PARTITION AS SCHEDULED, SEE LIFE SAFETY PLAN FOR RATED PARTITIONS.

METAL STUD OR WOOD

BLOCKING FOR WALL MOUNTED

ITEMS SUCH AS CABINETS, TELEVISION

BRACKETS, COUNTERS, WHITE BOARDS,

AND SIMILAR ITEMS. COORDINATE

REQUIREMENTS WITH ITEM TO BE MOUNTED

2" WIDE 20 GAUGE

METAL STRAP

20 GAUGE METAL TOP TRACK

(TYPICAL UNLESS NOTED

OTHERWISE)

ABOVE CEILING

OPENING

PROVIDE DIAGONAL BRACING (AT

45° TYPICAL) OF TOP TRACK AT 48°

O.C. MAX BETWEEN FULL HEIGHT

STUDS

UNDERSIDE OF SLAB,

FLOOR OR ROOF DECK

CEILING LINE

OPENING ABOVE CEILING

WHICH INTERRUPTS LOWER

OPENING JAMB STUDS.

DOUBLE STUDS

DOOR

OPENING

25 GAUGE MINIMUM

BOTTOM TRACK (TYPICAL)

FLOOR LINE

LARGE BELOW

CEILING OPENING

BELOW

CEILING

OPENING

DOUBLE DOOR OPENING

DOOR

OPENING

DOOR

OPENING

NOTES:

1. ALL STUDS ARE SPACED 16" OC MAXIMUM.

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

RETURN FLANGE MINIMUM.

3. INDICATES SHELVING OR

CABINETRY.

4. DOUBLE STUDS AT SIDES OF OPENING

SHALL NOT BE CUT FOR DUCT WORK OR

ANY OTHER MECHANICAL SYSTEMS.

5. REFER TO INTERIOR SHEET FOR

MOUNTING TYPE DETAILS.

6. PROVIDE PARTITION BRACING AT ALL

ASSEMBLIES OVER 16'-0" IN HEIGHT,

UNLESS NOTED OTHERWISE.

MOUNTING DETAIL

TYPE B

20 GAUGE MINIMUM STUDS

AT WALL MOUNTED

ARCHITECTURAL

CABINETS/MILLWORK/

ATTACHED SHELVING.

DOUBLE

STUDS

4' 6" MAX

DOUBLE STUDS

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

ALL STUDS ARE TO BE 20 GAUGE

IF GREATER THAN 8' 6"

8' 6" MAX 4' 6" MAX

8' 6" MAX

LARGE ABOVE CEILING

OPENING

TOP TRACK

A0.02

A0.02

A0.02 4

A0.02

A0.02

A0.02

A0.02

A0.02

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS

BUT SHALL REQUEST DESIRED DIMENSIONS

FROM ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES.

3. MECHANICAL AND ELECTRICAL ITEMS

SHOWN ON THE RCP DRAWINGS ARE FOR

REFERENCE ONLY. FINAL LOCATION OF

MECHANICAL AND ELECTRICAL FIXTURE

WILL NEED TO BE COORDINATED WITH

ARCHITECTURE AND INTERIORS.

4. REFER TO ELECTRICAL DRAWING FOR ALL

ELECTRICAL CEILING FIXTURE SYMBOLS.

NOT ALL ELECTRICAL SYMBOLS ARE

INDICATED IN THE REFLECTED CEILING

LEGEND.

5. ALL CEILING MOUNTED ITEMS SHALL BE

LOCATED IN THE CENTER OF THE ACOUSTIC

CEILING PANEL UNLESS NOTED

OTHERWISE.

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

/1

/2

:5

:2

P

M

CONSTRUCTION DOCUMENTS

05/12/2022

PARTITION FRAMING DETAILS

A0.02

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

8 59

3" = 1'-0"

SMOKE PARTITION-WALL BASE DETAIL

3" = 1'-0"

DOOR DETAIL TYPICAL

1" = 1'-0"

LARGE OPENING JAMB STUDS

1" = 1'-0"

DOOR OPENING JAMB STUDS

1" = 1'-0"

OPENING HEADER

3" = 1'-0"

FIRE EXTINGUISHER CABINET AT METAL STUD

1" = 1'-0"

DETAIL - ANCHORAGE - GRAB BARS AND CABINETS

1" = 1'-0"

METAL BACKING DETAILS FOR ACCESSORIES AND EQUIPMENT

1" = 1'-0"

GYPSUM WALLBOARD CONTROL JOINT DETAILS

1/4" = 1'-0"

FRAMING ELEVATION

1/4" = 1'-0"

TYPICAL INTERIOR PARTITION FRAMING

DN

UP

DN

DN

5 5

B

B

2 2

8 8

D

D

E

E

F

F

G

G

H

H

A3.00

A3.00

A3.00

A3.00

MEETING ROOM

MEETING ROOM

STORAGE

5 STORAGE

TOILET

TOILET

TOILET

TOILET

BREAK ROOM

OA1

OFFICE

OA2

OPEN OFFICE

OA3

STORAGE

OA4

OFFICE

OA5

OPEN OFFICE

OA6

A3.00

A3.00

CORRIDOR

CO1

HAC

3 4 7 8

A5.02

TOILET FEMALE

GB112

VOLUNTEER

INFORMATION

GB113

F E

C

100' - 0"

LEVEL 1

102' - 11"

LEVEL 1.1

A4.01

A4.01

VOLUNTEER

SERVICE

GD107

ROOM

GD101

E L

E C

G D

CHIEF

VOLUNTEER

SERVICE

GD108

CORRIDOR

CG-2D

CORRIDOR

CG-1D

VESTIBULE

CG-1R

C O

R R

ID

O

R

C G

-2 R

PHYSICAL REHAB

GR119

STORAGE

GR100

ROOM

GR101

ROOM

GR102

CORRIDOR

CG-5R

FE

FE

FE

F E

C

FEC

10-02

10-03

O A

OA4

1 1

10 10

B

2 2

8 8

D

D

E

E

F

F

G

G

H

H

MEETING ROOM

MEETING ROOM

MEETING ROOM

MEETING ROOM

A3.00

A3.00

A3.00

A3.00

10 11

CORRIDOR

CO2

A3.00

A3.00

16 17

STORAGE

STAIRS

STAIRS

BREAK ROOM

OA1

ELECTRICAL

ROOM

111' - 0"

LEVEL 2

114' - 7"

LEVEL 2.1

OFFICE

1B107I

OFFICE

1B107H

PRINTERS

1B107G

OFFICE

1B107F

OFFICE

1B107E

OFFICE

1B107D

OFFICE

1B107J

SECRETARY

1B107K

CORRIDOR

C1B8

ELECT.

1B107K

OFFICE

1B107C

OFFICE

1B107L

CORRIDOR

C1B7

MECHANICAL

F E

C

F E

FEC

MECHANICAL

A1.00

23-01

LIMITS OF PROJECT/CONSTRUCTION

UNDER THIS CONTRACT.

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

NEW PLAN AREA LEGEND:

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS

BUT SHALL REQUEST DESIRED DIMENSIONS

FROM ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES.

3. MECHANICAL AND ELECTRICAL ITEMS

SHOWN ON THE RCP DRAWINGS ARE FOR

REFERENCE ONLY. FINAL LOCATION OF

MECHANICAL AND ELECTRICAL FIXTURE

WILL NEED TO BE COORDINATED WITH

ARCHITECTURE AND INTERIORS.

4. REFER TO ELECTRICAL DRAWING FOR ALL

ELECTRICAL CEILING FIXTURE SYMBOLS.

NOT ALL ELECTRICAL SYMBOLS ARE

INDICATED IN THE REFLECTED CEILING

LEGEND.

5. ALL CEILING MOUNTED ITEMS SHALL BE

LOCATED IN THE CENTER OF THE ACOUSTIC

CEILING PANEL UNLESS NOTED

OTHERWISE.

EXISTING WALL RATING:

2 HOUR FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS

ROOM ENCLOSURE

WALL RATING:

1 HOUR FIRE BARRIER

PROJECT LOCATION

TOC

HSS 4"x2"x1/4" CONT. BRG. PL, SHIM AS REQ'D FOR 5" TOTAL

SLAB DEPTH

5" CONC. SLAB ON 1.5 VLI. 20 GA

GALV. COMP. FORM DECK w/

#3 REBAR @ 12" O.C. EA. WAY

(CENTERED)

EXISTING FLOOR AND STAIRCASE

@ MECHANICAL ROOM

3625162-43 MTL STUDS @ 12" O.C., TYP

(3) SIDES

362T125-54 CONT.

MTL. TOP AND BTM TRACK

w/ HILTI X-U PAF @ 16" O.C. (MAX)

L 5"x3"x1/4" CONT.

DECK EDGE ANGLE,

(TYP (3) SIDES) FASTEN

TO TRACK w/ HILTI X-U

PAF @ 16" O.C.

3/16" 3-12

1/2" ISOLATION JOINT & CAULK

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

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

/1

/2

:5

:3

P

M

CONSTRUCTION DOCUMENTS

05/12/2022

NEW FLOOR PLANS

A1.00

EHRM TRAINING AND ADMIN

SPACE

JGCKP

921 NE 13TH ST

OKLAHOMA CITY, OK 73104Owner

VA259-16-D-0217

9 59

1/8" = 1'-0"

FLOOR PLAN - LEVEL 1

1/8" = 1'-0"

FLOOR PLAN - LEVEL 2

GENERAL NOTES:

TRUE

NORTH

N

TRUE

NORTH

N

KEYNOTES:

10-02 EXISTING HANDRAIL TO REMAIN AND BE RE-PAINTED.

10-03 REINSTALL EXISTING HANDRAIL AND BE RE-PAINTED.

23-01 SEE SHEET MH 1.10 FOR ADDING PAD FOR AHU.

COORDINATE WITH MECHANICAL.

TRUE

NORTH

N

1" = 100'-0"

KEY PLAN

3/4" = 1'-0"

MECHANICAL STAIR INFILL

DN

UP

DN

DN

DN

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS

BUT SHALL REQUEST DESIRED DIMENSIONS

FROM ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES.

3. MECHANICAL AND ELECTRICAL ITEMS

SHOWN ON THE RCP DRAWINGS ARE FOR

REFERENCE ONLY. FINAL LOCATION OF

MECHANICAL AND ELECTRICAL FIXTURE

WILL NEED TO BE COORDINATED WITH

ARCHITECTURE AND INTERIORS.

4. REFER TO ELECTRICAL DRAWING FOR ALL

ELECTRICAL CEILING FIXTURE SYMBOLS.

NOT ALL ELECTRICAL SYMBOLS ARE

INDICATED IN THE REFLECTED CEILING

LEGEND.

5. ALL CEILING MOUNTED ITEMS SHALL BE

LOCATED IN THE CENTER OF THE ACOUSTIC

CEILING PANEL UNLESS NOTED

OTHERWISE.

MEETING ROOM

MEETING ROOM

STORAGE

STORAGE

TOILET

TOILET

TOILET

TOILET

BREAK ROOM

OA1

OFFICE

OA2

OPEN OFFICE

OA3

STORAGE

OA4

OFFICE

OA5

OPEN OFFICE

OA6

CORRIDOR

CO1

HAC

3 4 7 8

95 6' - 3" 4' - 0"

M3A

M3A M3A M3A M3A

M3A

M3E M3B

M3B

M3E

M3B

M3E

M3B

M3E M3E

M3B M3B

M3B M3B M3B

M3B

M3BM3B

66' - 10 3/4"

10' - 4 5/8"

/8

/4

10' - 4 5/8"

/4 "5

/8

/4

15' - 0 1/8" 17' - 4 7/8" 8' - 1 1/4" 10' - 4 5/8" 2' - 11 3/4"

12' - 4 7/8"

5' - 10 1/4" 4' - 4"

/4

O A

FE

FE

FE

F E

C

FEC

20' - 8 1/2" 4' - 8 1/2" 20' - 8 1/2"

M3E M3E

M3E M3E

E1

E1

E1

E1

E1

E1

E1 E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1E1

/8

A5.02

Sim

/8

MEETING ROOM

MEETING ROOM

MEETING ROOM

MEETING ROOM

10 11

CORRIDOR

CO2

4' - 10" 4' - 10"

16 17

STORAGE

4' - 10 1/8" 28' - 6 3/8" 29' - 3 1/2" 4' - 1"

4' - 11 1/4" 23' - 3…