519-19-700 Drawings reduced size.pdf

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Z2DA--Renovate Outpatient Clinic (VA-24-00004750)
Solicitation number
36C25723B0053
Issued by

About this file

This document outlines a federal contract opportunity for renovations to an outpatient clinic. The Department of Veterans Affairs is issuing a solicitation notice for an invitation for bids construction contract. The project involves renovating an outpatient clinic located at VA-24-00004750. This acquisition is set aside 100% for Service Disabled Veteran Owned Small Businesses under NAICS code 236220. Interested parties should submit bids in response to solicitation number 36C25723B0053 by the specified deadline. The contract will be awarded on a firm fixed price basis.

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Text version

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. JOSHUA JUNKIN

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

THESE DOCUMENTS

ARE FOR INTERIM

REVIEW AND ARE NOT

INTENDED FOR

CONSTRUCTION,

BIDDING, OR PERMIT

PURPOSES.

JAMES O. WIGINTON

TEXAS ARCHITECT #5958

FULLY SPRINKLERED

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

B

IM

/V

A B ig S p ri n g

O u tp a ti e n t

E x a m

R o o m s /V

A B

S O u tp a ti e n t C lin ic

C e n tr a l.

rv t

/1

/2

:0

:5

P M

GI001

COVER SHEET / SHEET INDEX OUTPATIENT CLINIC

Big Spring, TX

519-19-700

10/21/2022 JOW KL

100% CONSTRUCTION

DOCUMENTS

SHEET INDEX

SHEET NUMBER SHEET NAME

14 ELECTRICAL

E001 COVER SHEET - GENERAL NOTE - SHEET LOG

E002 COVER SHEET - GENERAL NOTES - ABBREVIATIONS

E003 COVER SHEET - GENERAL NOTES - ABBREVIATIONS

E004 COVER SHEET - SYMBOLS

E601 ELECTRICAL PANEL SCHEDULES

E901 ELECTRICAL RISER DIAGRAM

ED101 FIRST FLOOR PLAN DEMOLITION

EL101 FIRST FLOOR PLAN LIGHTING

EP100 FIRST FLOOR PLAN OVERALL

EP101 FIRST FLOOR PLAN POWER

EP102 ELECTRICAL ENLARGED VIEWS

EP103 ELECTRICAL POWER HVAC - PHASE I

EP104 ELECTRICAL POWER HVAC PHASE II

SHEET INDEX

SHEET NUMBER SHEET NAME

11 PLUMBING

P001 PLUMBING COVER SHEET, GENERAL NOTES

P002 PLUMBING COVER SHEET, GENERAL NOTES & LEGENDS

PD101 PLUMBING WASTE & VENT DEMOLITION PLAN

PD102 PLUMBING WATER DEMOLITION PLAN

PL101 PLUMBING PROPOSED WASTE & VENT PLAN

PL102 PLUMBING PROPOSED WATER PLAN

PL601 PLUMBING SCHEDULES

PL901 PLUMBING WASTE & VENT ISOMETRIC

PL902 PLUMBING WATER ISOMETRIC

13 MECHANICAL

M001 COVER SHEET - GENERAL NOTES

M002 COVER SHEET - GENERAL NOTES, SYMBOLS & LEGENDS

M003 COVER SHEET - ABBREVIATIONS

MD101-1 FIRST FLOOR DEMOLITION PLAN HVAC, PHASE I

MD101-2 FIRST FLOOR DEMOLITION PLAN HVAC, PHASE II

MH101 FIRST FLOOR MECHANICAL PLAN

MH101-1 FIRST FLOOR VENTILATION PLAN HVAC, PHASE I

MH101-2 FIRST FLOOR VENTILATION PLAN HVAC, PHASE II

MH501 MECHANICALDETAILS

MH502 MECHANICAL DETAILS

MH601 MECHANICALSCHEDULES

MI701 HVAC CONTROLS

MP101 FIRST FLOOR HVAC PIPING PLAN

MP101-1 FIRST FLOOR HVAC PIPING PLAN, PHASE I

MP101-2 FIRST FLOOR HVAC PIPING PLAN, PHASE II

SHEET INDEX

SHEET NUMBER SHEET NAME

01 GENERAL

GI001 COVER SHEET / SHEET INDEX

GI002 VICINITY MAP, SYMBOLS, AND NOTES

GI101 ACCESSIBILITY STANDARDS

GI102 CODE SUMMARY

GI103 LIFE SAFETY PLAN

08 ARCHITECTURAL

AD101 DEMOLITION PLAN

AS100 OVERALL FLOOR PLAN

AS111 FLOOR PLAN / DIMENSION - PHASE I

AS112 FLOORPLAN / DIMENSION - PHASE II

AS121 FINISH PLAN

AS131 EQUIPMENT PLAN / EQUIPMENT LIST

AS141 REFLECTED CEILING PLAN - PHASE I

AS142 REFLECTED CEILING PLAN - PHASE II

AS400 INTERIOR ELEVATIONS

AS401 INTERIOR ELEVATIONS

AS410 PARTITION TYPES

AS421 MILLWORK DETAILS

AS600 DOOR SCHEDULE, DOOR TYPES, & FRAME TYPES

AS901 INTERIOR PERSPECTIVES

AS902 INTERIOR PERSPECTIVES

10 FIRE PROTECTION

FP101 FIRE PROTECTION FLOOR PLAN

FA100 FIRE ALARM DETAILS

FA101 FIRE ALARM FLOOR PLAN

OUTPATIENT EXAM ROOMS : 519-19-700

BIG SPRING, TEXAS

WEST TEXAS VA HEALTHCARE SYSTEM

Revisions: Date:

0 COLUMN GRID LINE

DOOR NUMBER

SYMBOL

DETAIL - SECTION

POSITION ON SHEET

SHEET NUMBER

DETAIL - PLAN/ RCP

POSITION ON SHEET

SHEET NUMBER

WALL SECTION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR WALL TYPE TAG

EXTERIOR WINDOW

SIGN TYPE, SEE SIGNAGE

SCHEDULE

DRAWING NUMBER

DRAWING SCALE

VIEW TITLE

NOTES BY NUMBER

DRAWING REVISION

LEVEL DATUM

LEVEL NAME

LEVEL ELEVATION

NORTH ARROW

INTERIOR WINDOW

GRAPHIC SCALE

0 4'-0" 8'-0" 16'-0"

XX

XX

XXXX

7'-0" R 3'-11"

100°

SIM

X

X-XXX

DIMENSION TO FACE OF

GYPSUM BOARD, FACE OF

CONCRETE, COLUMN

CENTERLINE, OR AS NOTED.

CENTERLINE

X

X X

X

A1

A101

SIM

A101

SIM

ROOM TAG (FOR SPECIALTY PLANS)

ROOM NAME

ROOM NUMBER

FLOOR FINISH

ROOM NAME

XXXX

FLOR

BASE

WALL

CEIL BASE TYPE

WALL FINISH

CEILING TYPE

A

A101

SIM

Name Elevation

1/8" = 1'-0"

AC1

INTERIOR PARTITION TYPE TAGA3

ROOM NAME

150 SF

ROOM NAME

ROOM NUMBER

ROOM AREA

ROOM TAG (FOR STANDARD PLANS)

N

BUILDING SECTION

POSITION ON SHEET

SHEET NUMBER

A101

SIM

MILLWORK TYPE

RE: INTERIOR ELEVATIONS

& MILLWORK DETAILS

TYPE 1

BATT. INSULATION

CAST IN PLACE CONCRETE

CAST STONE

CONCRETE MASONRY/CMU

EARTH IN SECTION

FACE BRICK

GYP./GYPSUM BOARD

MARBLE

PARTICLE BOARD / PLYWOOD

ROOF INSULATION

STUCCO

CONTINUOUS WOOD BLOCKING

DISCONTINUOUS WOOD BLOCKING

FINISHED WOOD

OWNER

ARCHITECT

CONTRACT OFFICER REPRESENTATIVE

MECHANICAL, PLUMBING, AND

ELECTRICAL ENGINEER

INTERIOR DESIGN

WEST TEXAS VA HEALTHCARE SYSTEM

Mr. JOSHUA JUNKIN

O'BRIEN ENGINEERING INC.

O'BRIEN ENGINEERING INC.

O'BRIEN ENGINEERING INC.

VICINITY MAP

NOT TO SCALE

W

ESTOVER RD

HILLSIDE DR

W MARCY DR

CORONADO AVE

W

AS

SO

N

RD

S GREGG ST

WESTOVER RD

RYON ST

EDWARDS BLVD

VE

TE

RA

N

BL

VD

21ST ST

22ND ST

23RD ST

24TH ST

S GREGG ST

SCURRY ST

S MAIN ST

S LANCASTER ST

S BELL ST

PENNSYLVANIA

MATTHEW

S AVE

VA MEDICAL CENTER

BIG SPRING TEXAS

N

GENERAL PROJECT DESCRIPTION

THIS PROJECT SHALL CONSIST OF INTERIOR RENOVATIONS TO AN EXISTING BUILDING AS DEFINED ON

THE CHART BELOW.

PROJECT TYPE YES NO

NEW CONSTRUCTION: (COMPLETELY NEW BUILDING AND SITE WORK)

ADDITION: (NEW CONSTRUCTION TO INCREASE SIZE OF EXISTING BUILDING)

RENOVATION: (REPLACEMENT OF EXISTING BUILDING COMPONENTS)

SYSTEM UPGRADES

ITEM YES NO

NEW STRUCTURAL SYSTEM

EXISTING STRUCTURAL SYSTEM AFFECTED

EXISTING EXTERIOR WALLS AFFECTED

NEW EXTERIOR WALLS

EXISTING INTERIOR WALLS AFFECTED

EXISTING INTERIOR FINISHES AFFECTED

EXISTING ROOFING AFFECTED

EXISTING HVAC SYSTEMS AFFECTED

EXISTING ELECTRICAL SYSTEMS AFFECTED

NEW INTERIOR WALLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. JOSHUA JUNKIN

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

THESE DOCUMENTS

ARE FOR INTERIM

REVIEW AND ARE NOT

INTENDED FOR

CONSTRUCTION,

BIDDING, OR PERMIT

PURPOSES.

JAMES O. WIGINTON

TEXAS ARCHITECT #5958

FULLY SPRINKLERED

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

B

IM

/V

A B ig S p ri n g

O u tp a ti e n t

E x a m

R o o m s /V

A B

S O u tp a ti e n t C lin ic

C e n tr a l.

rv t

/1

/2

:1

:5

P

M

GI002

VICINITY MAP, SYMBOLS, AND

NOTES

OUTPATIENT CLINIC

Big Spring, TX

519-19-700

10/21/2022 JOW KL

100% CONSTRUCTION

DOCUMENTS

DRAWING LEGENDABBREVIATIONS

ACT. ACTUAL

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

A.F.S. ABOVE FINISH SLAB

AGG. AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

ALUM. ALUMINUM

BLDG. BUILDING

BK. BRICK

BM. BEAM

CAB. CABINET

CPT. CARPET

C.J. CONTROL JOINT

CENTERLINE

CG CORNER GUARD

CLG. CEILING

COL. COLUMN

CONC. CONCRETE

COND. CONDITION

CONT. CONTINUOUS

CLR. CLEAR

C.T. COUNTERTOP

DBL. DOUBLE

DEMO. DEMOLITION

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DWG. DRAWING

E.W.C. ELECTRIC WATER COOLER

EA. EACH

E.J. EXPANSION JOINT

EXP. EXPANSION

E.W. EACH WAY

EXT. EXTERIOR

EXIST. EXISTING

F.E.C. FIRE EXTINGUISHER CABINET

F.D. FINISH DIMENSION

F.D.V.B. FIRE DEPARTMENT VALVE BOX

F.F. FINISH FLOOR

FIN. FINISH(ED)

FRT. FIRE RETARDANT TREATED

G.I. GALVANIZED IRON

G.B./GYP.BD. GYPSUM BOARD

GA. GAUGE

GALV. GALVANIZED

GL. GLASS

H.M. HOLLOW METAL

H.S. HORIZONTAL IN SPLASH

I.C.U. INTENSIVE CARE UNIT

INT. INTERIOR

INSUL. INSULATION

I.T.C. INSTALLED THIS CONTRACT

K.S. KNEE SPACE

LAM. LAMINATED

LAV. LAVATORY

L.L.V. LONG LEG VERTICAL

L.L.H. LONG LEG HORIZONTAL

MANUF. MANUFACTURER

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

M.O. MASONRY OPENING

MTL./MET. METAL

MNT. MOUNTED

N/A NOT APPLICABLE

NOM. NOMINAL

N.T.S. NOT TO SCALE

N.I.C. NOT IN CONTRACT

O.C. ON CENTER

O.D. OVERFLOW DRAIN

O.H/OPP.H. OPPOSITE HAND

P.D. PLAN DIMENSION

PLAS. LAM. PLASTIC LAMINATE

P.T. PORCELAIN TILE

P.T.D. PAPER TOWEL DISPENSER

RB RUBBER BASE

R./REV. REVISED/REVERSE

R./RAD. RADIUS

REINF. REINFORCE

REF. REFERENCE/REFER TO

REQ'D REQUIRED

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

SCHED. SCHEDULED

SAB. SOUND ATTENUATION BATTS

SHT. SHEET

SIM. SIMILAR

SL. SLOPE

STL. STEEL

S.S. STAINLESS STEEL

S.S.V. SOLID SURFACE VENEER

SUSP. SUSPENDED

S.V. SHEET VINYL

T.A.S. TEXAS ACCESSIBILITY STANDARDS

T.B. TACK BOARD

T.D.H. TEXAS DEPARTMENT OF HEALTH

TEMP. OR (T.) TEMPERED GLASS

THK. THICK

TOIL. TOILET

TYP. TYPICAL

U.C. UNDER COUNTER

UCR UNDER COUNTER REFRIGERATOR

U.L. UNDERWRITERS LABORATORIES

U.N.O. UNLESS NOTED OTHERWISE

UR. NEW URINAL

VCT VINYL COMPOSITION TILE

V.T. VINYL TILE

VERT. VERTICAL

W.C. NEW WATER CLOSET

WDW. WINDOW

WD. WOOD

WH WATER HEATER

W/ WITH

W/O WITHOUT

MATERIALS LEGEND GENERAL NOTES

1. ALL WORK RELATING TO THIS CONSTRUCTION SHALL COMPLY WITH U.S. DEPARTMENT OF

LABOR, THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS AND ALL RELATED LOCAL AND

FEDERAL BUILDING CODES AND ORDINANCES.

2. DO NOT SCALE THE DOCUMENTS.

3. ALL DIMENSIONS ARE TO BE FIELD VERIFIED AND BACK CHECKED FOR CORRECTNESS. IF ANY

DEVIATIONS OR DISCREPANCIES OCCUR, CONTACT COR FOR VERIFICATION PRIOR TO

PROCEEDING WITH THE WORK.

4. THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON THE

SITE PRIOR TO THE BEGINNING OF THE WORK AND ADVISE COR OF ANY AND ALL

DISCREPANCIES.

5. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CAREFULLY REVIEW THE

DRAWINGS, SPECIFICATIONS DETAILS AND NOTES FOR INFORMATION REGARDING THE SCOPE

OF WORK INTENDED PRIOR TO PROCEEDING WITH THE WORK.

6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL BUILDING MANAGEMENT SYSTEMS, AND

LOCKING HARDWARE WITH THE OWNER PRIOR TO INSTALLATION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MECHANICAL, ELECTRICAL,

AND PLUMBING PENETRATIONS REQUIRED BY THE WORK WHETHER EXPRESSLY NOTED IN THE

DOCUMENTS OR NOT.

8. FIRE SPRINKLER HEAD LOCATIONS ARE TO BE COORDINATED WITH LIGHTING, HVAC, AND

CENTERED BOTH WAYS IN CEILING TILES, GYP. BD. REVEALS & CEILINGS, ETC.

9. THE COMPLETE SPRINKLER SYSTEMS IS NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR

IS ADVISDED THAT SPECIAL CARE MUST BE TAKEN IN LAYING OUT THE SPRINKLER SYSTEM FOR

A NEAT, ORDERLY AND ASTHETICALLY APPROPRIATE LAYOUT. COR'S DECISIONS SHALL BE

FINAL IN ASTHETIC JUDGEMENT WITH RESPECT TO LOCATION OF HEADS. ADDITIONAL HEADS

SHALL BE ADDED BY CONTRACTOR AS MAY BE REQUIRED TO SATISFY ARCHITECT'S ASTHETIC

JUDGEMENT. COR'S REVIEW OF HEAD LOCATIONS WILL OCCUR DURING SHOP DRAWING

STAGE.

10. ALL MATERIALS SHALL BE INSTALLED ACCORDING TO INDUSTRY STANDARDS, ALL AGENCIES

OR "STANDARD" RECOMMENDATIONS REFERENCED IN THE SPECIFICATIONS, OR

MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES, WHICHEVER IS THE MOST

STRINGENT, IN ORDER TO PROVIDE A COMPLETE AND HIGH QUALITY PROJECT.

11. THE CONTRACTOR REPRESENTS AND WARRANTS THAT IT HAS EXAMINED THE PLANS,

DRAWINGS, SPECIFICATIONS AND ALL CONSTRUCTION CRITERIA OF THE OWNER AND HAS

SATISFIED ITSELF THAT THE INFORMATION CONTAINED THEREIN IS SUFFICIENT TO FULLY AND

COMPLETELY CONSTRUCT THE PROJECT.

12. IN THE EVENT OF A CONFLICT WITH THE CONSTRUCTION DOCUMENTS, THE MORE EXPENSIVE, GREATER QUALITY, AND LARGER SCOPE SHALL GOVERN.

13. ALL ELECTRICAL, TELEPHONE AND OTHER OUTLET LOCATIONS ARE TO BE COORDINATED WITH THE OWNER AND THE INTERIOR ELEVATIONS PRIOR TO INSTALLATION OF THE OUTLETS OR THE

MILLWORK / CASEWORK.

14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY WOOD AND METAL BLOCKING IN WALLS / PARTITIONS FOR THE MOUNTING OF EQUIPMENT, ACCESSORIES, CASEWORK, RAILS, ETC. THAT

ARE PROVIDED BY THE CONTRACTOR AND ITEMS THAT ARE PROVIDED BY THE OWNER OR ONE

OF THE OWNER'S VENDORS.

6'-0" MIN. (VA REQ'D)

1"

2'-10" MIN. (VA REQ'D)

1"

5'- 6"

MI

N.

(VA

RE

Q'D

6" 3'-

0"

1'-0" 3'-6"

FLUSH HANDLE TO

OPEN SIDE OF STALL/

ROOM. TYP.

STANDARD HDCP TOILET

STALL DIMENSIONS

(VA

RE

Q'D

6'- 0"

MI

N (

FL

OO

R-

MT

D W .C.

(VA

RE

Q'D

6'- 0"

MI

N (

WA

LL

-M

TD

W .C.

6" 3'-0"

1'- 0"

3'- 6"

4" MAX.

(VA REQ'D)

2'-10" MIN.

STANDARD HDCP TOILET

STALL DIMENSIONS

1'-6"

1'- 6"

1'- 6"

3'-0" MIN. 6" MAX.

2'-

FRONT OF TOILET

1'- 3"

ST

AN

DA

RD

, T

OP

O F S

EA

T

1'- 6"

HD

CP

, T

OP

O F S

EA

T

3'- 8"

MA

X.

TO

FL

US

H C

TR

L

2'-

2'-0"

3'-0" MAX.

1'-

NAPKIN DISPOSAL

(WHERE SHOWN)

TOILET TISSUE

DISPENSER

WALL MOUNTED TOILET

2'-0" 3'-0"

1'- 3"

ST

AN

DA

RD

, T

OP

O F S

EA

T

1'- 6"

HD

CP

, T

OP

O F S

EA

T

3'- 8"

MA

X.

TO

FL

US

H C

TR

L

2'-

NAPKIN DISPOSAL

(WHERE SHOWN)

TOILET TISSUE

DISPENSER

FLOOR MOUNTED TOILET

4" MAX.

3'- 4"

PAPER TOWEL

DISPENSER/

WASTE

RECEPTACLE

3'- 4"

PAPER TOWEL

DISPENSER

3'- 8"

SOAP DISPENSER

2'-

" M

AX

3'-

4"

MA

X.

6'-

8"

MI

N.

TO REFLECTIVE

SURFACE

7" (VA REQ'D)

PAPER TOWEL

DISPENSER

1'-6" MIN.

1'- 5"

MI

N.

LAVATORY &

MIRROR

9"

MI

N.

2'-

3"

MI

N.

2'-

5"

MI

N.

2'-

" M

AX

2'-6" CLR.

6 1 /2"

M

AX

2'- 3"

CL

EA

R

KIT

CH

EN

S 2'-

5"

TO

ILE

T R

OO

MS

1'-6"

SINK MOUNTED

COUNTER FRONT

ELEVATION

2'-6" 2'-6"

1'- 8"

MA

X.

SINK MOUNTED

COUNTER PLAN

COORDINATE W/ M.E.P.

ALL PIPES ARE TO BE

PROPERLY INSULATED

OR LOCATED TO

PREVENT CONTACT.

1'- 5"

MA

X.

2-6" MIN.

3'- 8"

MA

X

IF X < 24",

Y= 2'-6"

IF X > 24",

Y= 3'-0"

Y

HDCP URINAL

1/2 " M

AX

NOTE: ALL DOORS IN ALCOVES MUST

COMPLY WITH THE CLEARANCE NOTED

FOR FRONT APPROACHES.

DOOR THRESHOLD

DETAIL

1'- 3"

3'- 9"

ELEC. / COMM

OUTLET

WALL SWITCH

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADB AUTOMATIC DOOR BUTTON

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJUSTABLE/ ADJACENT

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

ALT ALTERNATE/ ALTERERATION

ALUM ALUMINUM

AMT AMOUNT

ANCH ANCHOR

ANDD ANODIZED

APPROX APPROXIMITE(LY)

ARCH ARCHITECTURAL

ARF ABOVE REFERENCE FLOOR

ASPH ASPHALT(IC)

ASST ASSISTANT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

BAL BALANCE

BB BULLETIN BOARD

B/C BOTTOM OF CURB

BD BOARD

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK(ING)

BM BENCH MARK/BEAM

B.O. BOTTOM OF

BOT BOTTOM

BSMT BASEMENT

CAB CABINET

CB CATCH BASIN

C/C CENTER TO CENTER

CCTV CLOSED CIRCUIT TV

CEMPL CEMENT PLASTER

CER CERAMIC

CG CORNER GUARD

CH COAT HOOK

CHAN CHANNEL

CHKBD CHALKBOARD

CIP CAST-IN-PLACE (CONCRETE)

CJ CONTROL JOINT

CL CENTER LINE/ CLEARANCE

CLG CEILING

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

COMB COMBINATION/ COMBUSTIBLE

COMP COMPRESS(ED)/ COMPOSITE

CONC CONCRETE

COND CONDUIT/ CONDITION

CONF CONFERENCE

CONN CONNECT(ION)

CONST CONSTRUCTION

CONT CONTINUE/ CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATOR

CORR CORRIDOR

CPT CARPET

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CU CLEAN UTILITY ROOM

D DETENTION

D.A.F.S DIRECT APPLIED FINISH SYSTEM

DBL DOUBLE

DE DETENTION EQUIPMENT

DEG DEGREE(S)

DEMO DEMOLISH/ DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION/ DIVIDER

DN DOWN

D.D. DOUBLE OCCUPANCY CELL

D.U. DIRTY UTILITY ROOM

DWL DOWEL

DWR DRAWER

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATOR/ ELEVATION

ENAM ENAMEL(ED)

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EPFL EPOXY FLOORING

EPNT EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES ELECTRONIC SECURITY

EST ESTIMATE(D)

ETC ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXAM EXAMINATION/ EXAMINING

EXC EXCAVATED/ EXCAVATION

EXH EXHAUST

EXIST(E) EXISTING

EXP EXPOSED/ EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAB FABRICATE/ FABRICATOR/ FABRIC

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDPR FIRE DAMPER

FDV FIRE DEPARTMENT VALVE

FDVC FIRE DEPT. VALVE CABINET

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CAB.

FH FIRE HYDRANT/ FUME HOOD/ FLAT HEAD

FHC FIRE HOSE CABINET

FHEC FIRE HOSE & EXTINGUISHER CAB.

FIN FINISH(ED)

FL FLOOR LINE/ FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR(ING)

FLUOR FLUORESCENT

FOS FACE OF STUD

FP FIREPROOF(ING)/ FULL PENETRATION

FRAM(G) FRAMING

FRT FIRE RETARDANT

FS FULL SIZE/ FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FURR FURRING

FXD FIXED

GA GAUGE/ GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL/ GENERATOR

GL GLASS/ GLAZING/ GLAZED

GLAM GLUE LAMINATED

GND GROUND

GWB GYPSUM WALLBOARD

GYP GYPSUM

HA HANDICAPPED ACCESSIBLE

HB HOSE BIBB

HC HOSE CABINET/ HANDICAP/ HOLLOW CORE

H.C.S.D. SINGLE OCCUPANT CELL

HCW HOLLOW CORE WOOD

H/C WTR HOT AND COLD WATER

HDBD HARDBOARD

HDCP HANDICAPPED (ACCESSIBLE)

HDR HEADER

HDWD HEADWOOD

HDWR HARDWARE

HGT(HT) HEIGHT

HM HOLLOW METAL

HR HOUR

HS HOOK STRIP/ HIGH STRENGTH

HSKG HOUSEKEEPING

HTR HEATER

HVAC HEATING/ VENTILATION/ AIR CONDITIONING

HWY HIGHWAY

HYD HYDRANT

ID INSIDE DIAMETER (DIM.)

IE THAT IS

IG INSULATING GLASS

IMP INSULATED METAL PANEL

IN INCH

INCAND INCANDESCENT

INCL INCLUDE(ING)

IND INDUSTRIAL

INFO INFORMATION

ING INSULATING GLASS

INSTIL INSTALLATION/ INSTALL

INSUL INSULATE(D) (ING)

INT INTERIOR

INTER INTERSECTION/ INTERMEDIATE

INV INVERT

ISO ISOLATION CELL

I.T. INMATE TOILET

JAN JANITOR

J.C. JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCK OUT

KP KICK PLATE

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB(S) LAG BOLT(S)/ POUND(S)

LBL LABEL

LF LINEAL FOOT/ LINEAR FOOT

LH LEFT HAND

LHR LEFT HAND REVERSE

LIN LINEAR

LL LIVE LOAD

L&P LATH & PLASTER

LT(G) LIGHT(ING)

LW LIGHTWEIGHT

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MBR MEMBER

MC MEDICINE CABINET

MCW MINERAL CORE WOOD

MDFB MEDIUM DENSITY FIBER BOARD

MECH MECHANINCAL

MED MEDICAL/ MEDIUM

MED.S. MEDICAL STORAGE

MET METAL

MEZZ MEZZANINE

MFB MINERAL FIBER BOARD

MFR MANUFACTUR(ER) (ING)

MGR MANAGER

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

ML METAL LATH/ MATCH LINE

MLP METAL LATH AND PLASTER

MMB MEMBRANE

MO MASONRY OPENING

MOD MODULAR/ MODIFIED/ MODICATION

MP MOVABLE PARTITION/ METAL PANEL

MR MET RECESS, MOD RACK

M&S MIRROR & SHELF

MT MOUNT (ED) (ING)

MTR MOTOR

MTL METAL

MUL MULLION

N NORTH

NEG NEGATIVE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO or # NUMBER

NOM NOMINAL

NONCOM NONCOMBUSTIBLE

NRC NOISE REDUCTION COEFFICIENT

NS NON SLIP

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER (DIM.)

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHEAD/ OVERHANG

OPER OPERATING

OPH OPPOSITE HAND

OPN(G) OPEN (ING)

OPP OPPOSITE

PA PUBLIC ADDRESS

PAR PARAGRAPH/ PARAPET

PTN PARTITION (S)

PB PANIC BOLT/ PUSH BUTTON

PBD PARTICLEBOARD

PC PRE-CAST

PED PEDESTAL

PERF PERFORATE (D)

PERIM PERIMETER

PERP PERPENDICULAR

PFB PREFABRICATE (D)

PG PLATE GLASS

PGBD PEGBOARD

PH PHASE/ PAN HEAD

PL PLATE/ PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNT PAINT(ED)

POL POLISH(ED)

PORT PORTABLE

PP PUSH PLATE

PR PAIR, PRINTER, COMPUTER PRINTER

PREFAB PREFABRICATE(D)

PRELIM PRELIMARY

PRESS PRESSURE

PROJ PROJECT(ION)

PROP PROPERTY

PROT PROTECT (IVE) (ION)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELIN TILE

PTD/R COMBINATRION PAPER TOWEL

DISPENSER & RECEPTACLE

PTR PAPER TOWL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

QTR QUARTER

QUAN QUANITITY

R RADIUS/ RISER/ RESILIENT

RAD RADIATOR/ RADIUS

RB RESILIENT BASE

RCWY RACEWAY

RD ROOF DRAIN/ ROAD

RE: REFER/ REFERENCE

RECEP RECEPTACLE/ RECEPTION

RECIRC RECIRCULATION

RECT RECTANGULAR

RECVD RECIEVED (ING)

REF REFERENCE

REFR REFRIGERATOR

REG REGULATOR/ REGLET/ REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQ(D) REQUIRE (D)

RESIL RESILIENT

RET RETURN

REV REVERSE/ REVISED/ REVISION

RFG ROOFING

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RESILIENT SHEET

R&S ROD AND SHELF

RT RESIDENT TILE

RTN RETURN

SAB SOUND ABSORPTION BATT

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SCN SCREEN

SCW SOLID CORE WOOD

SD SOAP DISPENSER/ SOAP DISH

SECT SECTION

SET SETTING

SF SQUARE FEET

SFC SPECIAL FLOOR COATING

SFP SPRAYED ON FIREPROOFING

SHR SHOWER

SHT SHEET

SK SINK/ SKETCH

SIM SIMILAR

SLR SEALER

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER

SNT SEALANT

SNR SANITARY NAPKIN RECEPTACLE

S.O. SINGLE OCCUPANCY CELL

SP STANDPIPE/ SHEAR PLATE

SPEC SPECIFICATION/ SPECIFIED

SPK SPEAKER

SPL SPECIAL

SPR SPRINKLER

SPNT SPECIAL PAINT

SSK SERVICE SINK

S.T. STAFF TOILET

ST STREET/ STREAM

SST STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION COEFFICIENT

(CLASS)

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUBFL SUBFLOOR(ING)

SUP SUPPLY

SUPP SUPPORT/ SUPPLEMENT(AL)

SURF SURFACE

SUSP SUSPEND(ED)

S.V. SAFETY VESTIBULE

S&V STAIN & VARNISH

SWCG SPECIAL WALL COATING

SYM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

T TOP/ TREAD/ TOILET

T&B TOP & BOTTOM

TB TOWEL BAR

TBD TO BE DETERMINED

T/C TOP OF CURB/ TOP OF CONCRETE

TD TOWEL DISPENSER

TEL TELEPHONE

TEMP TEMPERATURE/ TEMPERED/

TEMPORARY

TERR TERRAZZO

TG TEMPERED GLASS

T&G TONGUE AND GROOVE

THB TEMPERED HARDBOARD

THERMO THERMOSTAT(IC)

THK THICK(NESS)

THRES THRESHOLD

THRU THROUGH

TJ TELEPHONE JACK

TKBD TACKBOARD

TOIL TOILET

T.O.M. TOP OF MASONRY

TOP TOPPING

TOS TOP OF STEEL

TPD TOILET PAPER DISPENSER

TR TREAD

TRK TRACK

T/S TOP OF SLAB

TV TELEVISION

T/W TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES, INC.

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

VAP VAPOR

VAR VARIABLE/ VARNISH/ VARIES

VB VAPOR BARRIER

V.C. VIOLENT CELL

VEH VEHICLE

VENT VENTILATION/ VENTILATE, VENTILATOR

VEN VENEER

VERT VERTICAL

VEST VESTIBULE

VG VERTICAL GRAIN

VOL VOLUME

VP VENEER PLASTER

W/ WITH

WAIN WAINSCOT

WB WHITE BOARD/ WOOD BASE

WC WATER CLOSET

WCG WALL COVERING

WD WOOD

WDW WINDOW

WF WIDE FLANGE (STEEL)

WG WIRE GLASS/ WALL GRILL

WL WATER LINE

W/O WITHOUT

WP WATERPROOF (ING)/ WORK POINT/ WEATHER

PROOF

WR WATER RESISTANT/ WASTE RECEPTACLE

WT WEIGHT

YD YARD DRAIN

1 1/4" - 1 1/2"

GRAB BAR DETAILPROTRUSION LIMITS -

PLAN

GR

EA

TE

R T

HA

N 2

'-3

4" MAX.

PROTRUSION LIMITS -

SECTION

EQ

UA

L T O

2'- 3"

LE

SS

TH

AN

O

R NO LIMITS

CHANGES IN LEVEL

1/2 " M

AX

1/4 " M

AX

HDCP ACCESSIBLE AND STANDARD DIMENSIONS

ABBREVIATONS (ARCHITECTURAL ONLY) HDCP ACCESSIBILITY GENERAL NOTES

1. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE

ARCHITECTURAL DRAWINGS AND THE INFORMATION GIVEN ON THIS

SHEET.

2. DO NOT SCALE THESE DRAWINGS.

3. DIMENSIONS INDICATED ARE THE MINIMUM CLEAR DIMENSIONS

REQUIRED BY THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS

(UFAS) AND THE BARRIER FREE DESIGN GUIDE SUPPLEMENT BY THE

DEPARTMENT OF THE VA. THE CONTRACTOR IS RESPONSIBLE FOR

LAYOUT OF BUILDING ELEMENTS TO ASSURE THAT DIMENSIONS SHOWN

ARE PROVIDED.

4. NOT ALL CONDITIONS SHOWN ON THIS SHEET MAY BE REQUIRED BY

THIS PROJECT. COMPARE THE REQUIREMENTS OF THE ARCHITECTURAL

DRAWINGS WITH THIS SHEET FOR RELEVANCE OF INFORMATION.

5. REFERENCE ACCESSIBLE DIMENSIONS LEGEND FOR ACCESIBLE

MOUNTING HEIGHTS OF ALL FIXTURES & ACCESSORIES LOCATED

THROUGHOUT CONTRACT DOCUMENTS.

6. DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ARE TO THE FINISHED

SURFACE.

7. ALL EXPOSED PIPE UNDER SINKS ARE TO BE WRAPPED OR

PROTECTED

CLEAR FLOOR SPACE

FOR WHEELCHAIR

TURNING SPACE

REQUIREMENT

2'-6"

4'-

0"(VA REQ'D)

5'-6" MIN.

MANEUVERING CLEARANCES AT ALCOVES

2'- 6"

4'-0" 1'-0"

2'- 6"

4'-0"

1'- 3"

MA

X.

4'- 0"

2'-6"

2'- 0"

MA

X.

4'- 0"

2'-6" 1'-0"

1/2 " M

AX

CARPET PILE THICKNESS

VA REQ'D: CARPET

CUSHION NOT

PERMITTED

(VA REQ'D)

3'-10" MIN.

WIDE DOOR

PATIENT DOORS ONLY

(VA REQ'D)

5'-0" MIN.

(VA REQ'D)

2'-10" MIN.

2'- 0"

MAX. DOORWAY DEPTH

(VA REQ'D)

2'-10"

CLEAR

1'-6" MIN.5'-

0"

MI

N.

2'- 0"

MI

N.

1'-0"

IF CLOSER

AND

LATCH

Y X

NOTE:

X = 36" MIN.

IF Y = 60";

X = 42" MIN.

IF Y = 54"

5'-6"

3'- 6"

NOTE: 48" IF

DOOR HAS

BOTH LATCH

AND CLOSER

X: 24" MIN.

Y:

" M

IN.

NOTE:

Y = 54" MIN.

IF DOOR

HAS CLOSER

" M

IN.

2'-0"

NOTE: Y = 48" MIN.

IF DOOR HAS A

CLOSER

MIN. OPENING WIDTH

4'-0"

4'-0"

MINIMUM PASSAGE WIDTH

(VA REQ'D)

5'-0" MIN.

3'- 9"

MA

X.

9"

MI

N.

1'-9" MAX.

HIGH AND LOW REACH

(ADJUSTABLE SHELVES)

MAXIMUM SIDE REACH

OVER AN OBSTRUCTION

2'-6" MIN. 2'-0" MAX.

2'-

" M

IN.

TO

P O

F R E A

CH

3'-

" M

AX

ADJUSTABLE

SHELVES X: 4'-0" MAX.

Y:

4'-

0"

MA

X.

1'- 3"

MI

N.

FORWARD REACH

2'-1" MAX.

RE

AC

H < 1 '-

8"

3'- 8"

4'- 0"

FO

R

HO

RI

ZO

NT

AL

MAXIMUM FRONT

REACH OVER AN

OBSTRUCTION

DOORWAY CLEARANCES: NOTE: PATIENT BEDROOM DOORS AT LEAST 44" WIDE ARE EXEMPT

FROM THE REQUIREMENTS FOR SPACE OF THE LATCH SIDE OF THE DOOR

OF URINAL RIM

DEPTH 2'-0" MAX.

MIN. TO FRONT

X

1 1/2".

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. JOSHUA JUNKIN

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

THESE DOCUMENTS

ARE FOR INTERIM

REVIEW AND ARE NOT

INTENDED FOR

CONSTRUCTION,

BIDDING, OR PERMIT

PURPOSES.

JAMES O. WIGINTON

TEXAS ARCHITECT #5958

FULLY SPRINKLERED

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

B

IM

/V

A B ig S p ri n g

O u tp a ti e n t

E x a m

R o o m s /V

A B

S O u tp a ti e n t C lin ic

C e n tr a l.

rv t

/1

/2

:1

:5

P

M

GI101

ACCESSIBILITY STANDARDS OUTPATIENT CLINIC

Big Spring, TX

519-19-700

10/21/2022 JOW KL

100% CONSTRUCTION

DOCUMENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. JOSHUA JUNKIN

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

THESE DOCUMENTS

ARE FOR INTERIM

REVIEW AND ARE NOT

INTENDED FOR

CONSTRUCTION,

BIDDING, OR PERMIT

PURPOSES.

JAMES O. WIGINTON

TEXAS ARCHITECT #5958

FULLY SPRINKLERED

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

B

IM

/V

A B ig S p ri n g

O u tp a ti e n t

E x a m

R o o m s /V

A B

S O u tp a ti e n t C lin ic

C e n tr a l.

rv t

/1

/2

:1

:5

P

M

GI102

CODE SUMMARY OUTPATIENT CLINIC

Big Spring, TX

519-19-700

10/21/2022 JOW KL

100% CONSTRUCTION

DOCUMENTS

APPLICATION OF CODES

In accordance with the Department of Veterans Affairs Sixth Edition Fire Protection Design manual dated September 2011, the project is subject to the current edition of the International Building Code (IBC) and the National Fire Protection Agency (NFPA) 101 Life Safety Code. It is assumed that since the IBC has just recently released the 2021 IBC and that the current edition of the Life Safety Code is the 2018, the project will subject to the 2021 edition of IBC and the 2018 edition of the NFPA 101. The NFPA 101 controls over the IBC when regulations are covered in both. However, for Group I-2 or Institutional, the IBC controls for type of construction and location of building on site and the relationship to existing buildings. NFPA does not provide Type of Construction requirements for Institutional (Group I-2) occupancies.

OCCUPANCIES

AMBULATORY HEALTH CARE (NFPA 101. CHAPTER 21)

ALLOWABLE AREA (Based on Group I-2 Occupancy)

All construction occurs within existing building 1.

Chapter 5 - General Building Heights and Areas

Incedental Uses (508.2)

a. The following spaces must be designed to resist the passage of smoke: Furnace Rooms with equipment over 400,000 BTU, Boiler Rooms with equipment over 15 PSI and 10 HP, Laundry Rooms over 100 SF, Storage Rooms over 100 SF, and Waste/ Linen Collection Rooms over 100 SF.

b. Extend partitiions to desk or to fire-resistive ceiling assembly. Doors shall have closers and undercuts are limited to 3/4." Ducts shall have smoke dampers.

Accessory Occupancies (508.3.1)

a. Except as required by incedental use areas, accessory use areas are not required to be seperated provided area is not more than 10 percent of the area of the story in which it is located.

b. Required Separation of Occupances (Table 508.3.3)

1. Occupancy separation not required for incidental storage areas within Group I-2 if the area is less than 10% of the floor area, if the area is provided with sprinklers and is less than 3000 SF, or if the area is less than 1000 SF.

Chapter 6 - Classification of Occupancy and Hazard of Contents

GROUP I-2

Chapter 7 - Means of Egress

7.1.3 Separation of Means of Egress

7.1.3.1 Exit Access Corridors - Corridors serving an occupant load of 30 or more must be 1-hour rated.

Does not apply to existing Institutional (I-2) Occupancies or within Institutional (I-2) Occupancies where the entire building is sprinklered.

7.1.3.2 Exits

7.1.3.2.1 Where egress is required to be seperated from other parts of the building, it must comply with this Section and Section 8.2

a. Vertical exit enclosures: 1-hour up to three stories (levels) 2 hours thereafter.

b. Rated exit enclosures must be supported by equivalent rated construction.

c. One hour enclosure walls must be supported by equivalent construction.

d. Openings into enclosure are limited to those necessary such as from normally occupied spaces or corridors

e. Penetrations into enclosures are limited to the following:

• Door Assemblies permitted by 7.1.3.2.1 (9)

• Electrical conduit serving the exit enclosure

• Required exit door openings

• Ductwork and equipment necessary for independent stair pressurization

• Water or steam piping necessary for the heating or cooling of the exit enclosure

• Sprinkler piping

• Standpipes

• Existing penetrations protected in accodrance with 8.3.5

• Penetrations for fire alarm ciccuits, where the circuits are installed in metal conduit and the penetrations are protected in accordance with 8.3.5

f. Membrane penetrations are permitted on the exit acces side of the exit enclosure

7.1.3.2.2 An exit enclosure is required to have a continuous protected path of travel to an exit discharge.

7.1.3.2.3 Exit enclosures may not be used for any other purpose except for compliant areas of refuge.

7.1.4 Interior Finish in Exit Enclosures

7.1.4.1 Interior Wall and Ceiling Finish - Class A or B

7.1.4.2 Interior Floor Finish and Exit Enclosures - Class II per Section 10.2

7.1.5 Headroom

7.1.5.1 Minimum headroom in Means of Egress:

New Construction: 7 ' 6" Existing Construction 6' 6"

7.2 Means of Egress Components

7.2.1 Door Openings

7.2.1.2.3.2 Minimum Door Leaf Width - 32"

7.2.1.3 Floor Level: Except for maximum 1/2" thresholds, provide level landings on each side of doors.

7.2.1.4.2 Door Leaf Swing Direction: Doors shall swing in the direction of travel where serving an occupant load of 50 or more. See 7.2.4.3.8.1 or 7.2.4.3.8.2 for exceptions for horizontal exits.

7.2.1.4.3 Door Leaf Encroachment: Shall not reduce the required width of a corridor or landing witch means of egress in any position and may not reduce the required width by more than 7 inches when fully open.

7.2.1.5 Locks, Latches, and Alarm Devices (this section also contains provisions for special locking)

7.2.1.5.1 Must be readily operable from the egress side.

7.2.1.5.3 Locks shall not require any special knowledge or equipment to open.

7.2.1.7 Panic Hardware: Required from training room and all doors in path of travel until egress from the buidling is accomplished.

7.3 Capacity of Means of Egress

7.3.1 Occupant Load

7.3.1.2 Occupant Load (Table 7.3.1.2)

Conference and waiting areas: 1:15 net Lobbies: 1:5 net Office areas: 1:100 gross Storage areas: 1:500 gross

7.3.3 Egress Capacity (Factors)

a. Stairways: .3 times occupant load served equal width in inches, but not less than minimums

b. Other: .2 times occupant load served equal width in inches, but not less than minimums

7.4 Number of Means of Egress

Generally: 1 - 500 occupants requires 2 exits 501 - 1000 occupants requires 3 exits 1001 and greater occupants requires 4 exits

Note: See electrical code for electrical rooms. Section 110.26 (C) and Section 110.33 (A)

7.5 Arrangement of Means of Egress

7.5.1.1.2 Exit access corridors must provide access to at least two approved exits - see exceptions

7.5.1.3.2 Exit separation must be equal to 1/2 the overall diagonal of the building or area served in non-sprinklered buildings

7.5.1.3.3 Exitt separation must be equal to 1/3 the overall diagonal of the building or area served in sprinklered buildings

7.6 Measurement of Travel Distance to Exits

1. Along the centerline of the natural path of travel, starting from the most remote point subject to occupancy.

2. Curving around any corners or obstructions, with a 12" (305 mm) clearance therefrom

3. Terminating at one of the following:

a. Center of the doorway

b. Other point at which the exit begins

7.7 Illumination of the Means of Egress

10 footcandles at stairs 1 footcandle at other locations

7.9 Emergency Lighting

Provide as required by Chapter 38 and Chapter 39

7.10 Marking of Means of Egress

7.10.1.2 Provide exit signs as required by Chapter 38 and 39

7.10.1.3 Provide tactile exit signs at each exit door requiring a sign (must also comply with TAS

Chapter 8 - Features of Fire Protection

1. Total combined glazing area in fire-reated window and door assemblies shall not exceed 25% of the area of the fire barrier that is in common with any room (8.3.3.10)

2. Table 8.3.4.2 Minimum Fire Protection ratings for Opening Protectives in Fire Resistance-Rated Assemblies

Smoke Partitions 1 1/3 1/3

Smoke Barriers 1 1/3 3/4

1/2 1/3 1/3

Exit Access Corridors

1 1/2 3/4

Horizontal Exits 2 1 1/2 NP

1/2 1/3 1/3

Fire Barriers

1 3/4 3/4

COMPONENT

WALLS/ PARTITIONS

(HR)

FIRE DOOR

ASSEMBLY (HR)

FIRE WINDOW

ASSEMBLY (HR)

Table 8.3.4.2

3. Required fire resistance rating for the enclosure of floor opening shall be a minimum 1 hour fire barrier (8.6.5).

Egress (Based on NFPA 101) Chapter 38

New Buildings: Egress for new buildings shall comply with Section 38.2

38.2.1 In general, the means of egress shall comply with Chapter 7.

38.2.2 Means of Egress Components

38.2.2.2.1 Doors: Doors shall comply with 7.2.1

38.2.2.2.2 Locks comply with 7.2.1.2.5 are permitted on the main entrance door

38.2.2.3 Stairs: Stairs shall comply with Section 7.2.2

a. Quantity per Section 7.3

b. A minimum of two exits per story

c. A minimum of two exits shall be accessible from every part of every story

38.2.4.2 A single exit is permitted when the common path of travel per

38.2.5.3 (100ft in sprinklered building) is not exceeded

38.2.5 Arrangement of Means of Egress

38.2.5.1 Arrangement must be in accordance with Section 7.5

38.2.5.2 Dean end corridors must comply with this Section:

38.2.5.2.1 Maximum dead-end corridor in fully sprinklered buildings is 50'

38.2.5.2.2 Maximum dead-end corridor in non-sprinklered buildings is 20'

38.2.5.3 Common path of travel limitations must comply with the following:

38.2.5.3.1 Fully sprinklered building: 100'

38.2.5.3.2 Tenant space with an occupant load of 30 or less: 100'

38.2.5.3.3 Other: 75'

38.2.6 Travel Distance to Exits - Measurement to be in accordance with 706

Sprinklered building: 300' Non-sprinklered building: 200'

38.2.7 Discharge from Exits: per section 7.8

38.2.8 Illumination of Egress: per section 7.8

38.2.9 Emergency Lighting of Mans of Egress: provide egress signs in accordance with 7.9 when any of the following conditions exists

a. The building is three or more stories in height

b. There are 50 or more occupants above or below the level of exit discharge

c. The building occupant is 300 or more

38.2.10 Marking of Means of Egress: provide egress signs in accordance with 7.10

8.2.2.3.2.5 Horizontal Exits: horizontal exits compling with 7.2.4 may be used as part of the Means of Egress

38.2.3 Capacity of Means of Egress

38.2.3.1 Must comply with Section 7.3

38.2.3.2 The clear width of corridors complying with an occupant load served of 50 or more must be at least 44" in width

38.2.3.3 Grade level (street) exits shall be of suffificent width to accommodate the grade level plus any floor level served by an open stair.

38.2.4 Number of Means of Egress: the number of Means of Egress shall comply with the following except as permitted by 38.2.4.2 - 38.2.4.4

Chapter 39

Existing Buildings: In general, existing institutional (I-2) occupancy buildings are permitted to comply with Chapter 39 and specificially 39.2

39.2.1.3.2 An inside open stairway is permitted to serve as a required egress facility from not more than one floor level below the street.

39.2.2 Means of Egress Components

39.2.2.5 Horizontal exits complying with 7.2.4 shall be permitted

39.2.3 Capacity of Means of Egress

39.2.3.1 The capacity of the means of egress shall comply with 7.3

39.2.3.2 The clear wideth of any corridor or passageway serving an occupant load of 50 or more shall be not less than 44"

39.2.3.3 Street floor exits must also unclude the capacity of open stairs

39.2.4 Number of Means of Egress

39.2.4.1 The number of exits is required to comply with the following:

a. 7.4.1.1 & 7.4.1.3 - 7.4.1.6

b. A minimum of two exits shall be provided on every story

c. A minimum of two exits shall be accessible from every part of every story

39.2.4.2 Exit access required by 39.2.4.2 shall be permitted to include a single exit access path based on common path of travel requirement of 39.2.5.3

39.2.4.3 Single Exits are permitted from rooms or areas with a total occupant load of less than 100 provided the criteria below are met.

a. The exit discharges directly to the exterior at the level of exit discharge for the building

b. The maximum travel distance including within the area does not exced 100'

c. The total travel distance of 100' must be within the same story or it may include a stair of not more than 15' in height provided the following are met:

• Interior stairs are completely enclosed

• A single exterior stair in accordance with 7.2.2 is utilized

39.2.5 Arrangement of Means of Egress

39.2.5.1 Arrangement of Means of Egress shall be in accordance with 7.2.5

39.2.5.2 Dead end corridors shall not exceed 50'

39.2.5.3 Limitations on Common Path of Travel

a. 100' in a fully sprinklered building

b. Not liited in a single tenant space with an occupant load of 30 or less

c. In other buildings not complying with a. or b. above, the maximum common path of travel is 75'

39.2.5.4 Travel distance to exits: travel distance to exits shall comply with the following:

a. Shall comply with 7.6

b. Maximum travel distance to an exit shall not exceed 300' except in fully sprinklered buildings where it may be 300'

39.2.7 Discharge from Exits: Discharge from Exits shall comply with 39.2.7

39.2.8 Illumination of Means of Egress: Means of Egress Illumination shall comply with 7.8

39.2.9 Emergency Lighting: Emergency Lighting shall be provided in accordance with 7.9 and the following:

a. The building height is three or more stories

b. There are 100 or more occupants on a level above or below grade

c. The occupant load is 1,000 or more

39.2.9 Marking of Means of Egress: provide exit signage in accordance with 7.10

Chapter 29 - Plumbing Systems

2901 General: refer to the National Standard Plumbing Code

2901.1 Unisex toilet rooms are permitted to be used for the required count in assembly and mercantile occupancies

2902.2 Where fixtures are required, separate facilities must be provided for each sex

Exception 1: not required for dwelling and sleeping units Exception 2: not required in buildings or tenant spaces with a total occupant load, including employees, of 15 or less

2902.3 The occupant load for determining the number or required fixtures shall be based on a load composed of 50% of each sex

2902.4.1 Facilities shall not be located more than 1 story above or below the space required and not more than 500' in travel distance

Exception: In factory occupancies, can exceed limites if approved by code official

VISITORS, OTHER THAN

RESIDENTIAL CARE

1 PER 75 1 PER 100 - 1 PER 500 -

EMPLOYEES, OTHER

THAN RESIDENTIAL CARE

1 PER 25 1 PER 35 - 1 PER 100 -INSTITUTIONAL I-2

HOSPITALS,

AMBULATORY NURSING

HOME CARE RECIPIENT

1 PER ROOM 1 PER ROOM 1 PER 15 1 PER 100 1 Service Sink

CLASSIFICATION OCCUPANCY DESCRIPTION

WATER

CLOSETS

LAVATORIES

BATHTUBS /

SHOWERS

DRINKING

FOUNTAINS

OTHER

Table 2902.1 Minimum Number of Required Plumbing Fixtures

CLINICAL RESEARCH UNIT CODE SUMMARY

REFERENCES

1. International Code Council (ICC)

a. International Building Code (IBC), 2021

b. International Mechanical Code (IMC), 2018

c. International Plumbing Code (IPC), 2021

d. International Energy Conservation Code, 2021

2. National Fire Protection Agency (NFPA)

a. NFPA 101 Life Safety Code, 2018

b. NFPA National Fire Codes (except NFPA 900 & 5000)

c. National Electrical Code (NEC), 2020

3. American Society of Mechanical Engineers (ASME)

a. Safety Code for Elevators and Escalators (ASME A17.1)

b. Boiler and Pressure Vessel Code (BPVC), 2021

c. Code for Pressure Piping

4. American Society of Heating, Refrigeration, and Air-Conditioning Engineers (ASHRAE)

a. Safety Standard for Refrigeration Systems - ASHRAE Standard 15, 2007

b. Ventilation for Acceptable Indoor Quality - ASHRAE Standard 62.1, 2004

5. Architectural Barriers Act Accessibility Standards (ABAAS)

a. including VA supplement, Barrier Free Design Guide (PG-18-13)

6. Building Code Requirements for Reinforced Concrete, American Concrete Institute and Commentary (ACI 318)

7. Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, American Institute of Steel Construction (AISC)

8. VA Seismic Design Requirements, H-18-8

9. Other Standards;

a. VA Directives, Design Manuals, Master Specifications, Technical Information Library

b. Occupational Safety and Health Administration (OSHA) Standards

c. Energy Policy Act of 2005 (EPAct)

d. Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation

Management

e. Federal Leadership in High Performance and Sustainable Buildings: Memorandum of Understanding

(MOU)

f. DOE Interim Final Rule: Energy Conservation Standards for New Federal, Commercial, and Multi-

Family High-Rise Residential Buildings and New Low-Rise Residential Buildings, 10 CRT Parts 433, 434, and 435

g. The Provisions for Construction and Safety Signs. Stated in the General Requirements Section 01010 of the VA Master Construction Specification

LIFE SAFETY SYMBOLS

XX PATH OF TRAVEL

(FOR CUMULATIVE DISTANCES

REFER TO SCHEDULE)

REFER TO ELECTRICAL DRAWINGS FOR EXIT

LIGHTING, ILLUMINATION OF EXIT LIGHTING

INDICATED FOR REFERENCE ONLY

FIRE EXTINGUISHER CABINET

HANGING FIRE EXTINGUISHERS

EXIT DISCHARGE

FEC

FE

A. ALL PENETRATIONS MADE THROUGH RATED WALLS SHALL BE CONSTRUCTED

AND SEALED AS REQUIRED TO MAINTAIN THE REQUIRED WALL RATING.

B. REFER TO PROJECT SPECIFICATION SHEETS FOR ADDITIONAL

REQUIREMENTS.

ONE HOUR FIRE RATED PARTITION

TWO HOUR FIRE RATED PARTITION

ONE HOUR FIRE/SMOKE RATED PARTITION

(SHALL EXTEND FROM THE FLOOR TO THE

UNDERSIDE OF THE DECK)

TRAVEL DISTANCE SCHEDULE - LEVEL 1

1A ------------------------------------------------------------------------------- 93' - 10"

1B ------------------------------------------------------------------------------- 99' - 7"

1C ------------------------------------------------------------------------------- 79' - 0"

1D ------------------------------------------------------------------------------- 87' - 7"

1E ------------------------------------------------------------------------------- 70' - 4"

LIFE SAFETY PLANS GENERAL NOTES:

FIRE EXTINGUISHER NOTES:

A. FIRE EXTINGUISHERS CABINETS SHALL BE INSTALLED BY CONTRACTOR IN

ACCORDANCE WITH NFPA10: CLASS A HAZARDS (2-A).

B. ONLY FIRE EXTINGUISHER CABINETS SHALL BE PROVIDED BY GENERAL

CONTRACTOR.

C. FIRE EXTINGUISHER SHALL BE PROVIDED BY OTHERS.

OCCUPANCY CLASSIFICATIONS

AMBULATORY HEALTH CARE (NFPA 101. CHAPTER 21)

CONSTRUCTION TYPE

TYPE I-A CONSTRUCTION (IBC 602.2) - NON COMBUSTIBLE CONCRETE FRAME AND DECKS

(EXISTING) (FULLY SPRINKLED)

PROJECT AREA

5,663 SF

KEYPLAN

VA MEDICAL CENTER

BIG SPRING

BLDG. #1

WOMEN'S EXAM

113 SF

EXAM 1

180 SF

EXAM 2

117 SF

EXAM 3

117 SF

EXAM 4

117 SF

EXAM 5

125 SF

EXAM 6

125 SF

EXAM 7

116 SF

EXAM 8

116 SF

SOCIAL WORK

66 SF

BEHAVIORAL

COORD.

108 SF

STAFF LOUNGE /

LOCKER

156 SF

MEDICATION

69 SF

NURSE

MANAGER

116 SF

TLT

64 SF

TLT

63 SF

STORAGE

32 SF

TEAMWORK

COPY / PRINT

1183A

63 SF

TLT

1180A

66 SF

TEAMWORK

ZONE

703 SF

REGISTRATION

358 SF

MEETING ROOM

125 SF

SCALE

60 SF

PHARMACIST

109 SF

PHARMACIST

124 SF

STORAGE

57 SF

1A

1B 1C

1D

1E

CLINIC

WAITING

AREA

ELECTRICAL

ROOM

ELEVATOR

TELE - HEALTH

HOUSE KEEPING

CLINICAL

PHARMACY

MY

HEALTHY

VET

CLOSET

TELECOM

CLOSET

STAIR

WAITING

AREA

AOD

TOILET

113A

TRIAGE

ISOLATION

ROOM

112H

STORAGE

CLOSET

20 SF

STORAGE / FILE

1193A

18 SF

SOCIAL WORK

66 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. JOSHUA JUNKIN

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

THESE DOCUMENTS

ARE FOR INTERIM

REVIEW AND ARE NOT

INTENDED FOR

CONSTRUCTION,

BIDDING, OR PERMIT

PURPOSES.

JAMES O. WIGINTON

TEXAS ARCHITECT #5958

FULLY SPRINKLERED

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

B

IM

/V

A B ig S p ri n g

O u tp a ti e n t

E x a m

R o o m s /V

A B

S O u tp a ti e n t C lin ic

C e n tr a l.

rv t

/1

/2

:1

:5

P

M

GI103

LIFE SAFETY PLAN OUTPATIENT CLINIC

Big Spring, TX

519-19-700

10/21/2022 JOW KL

100% CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"1

LIFE SAFETY PLAN - LEVEL 1

N

N

ACTUAL NORTHPLAN NORTH

DEMOLITION PLAN LEGEND:

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

EXISTING TO BE DEMOLISHED (HATCHED AREA)

CONSTRUCTION MATERIAL FLOW

TEMPORARY CONSTRUCTION AREA

CLINIC

WAITING

AREA

ELECTRICAL

ROOM

ELEVATOR

TELE - HEALTH

HOUSE KEEPING

CLINICAL

PHARMACY

PRIMARY

CARE

MY

HEALTHY

VET

CLOSET

TELECOM

CLOSET

STAIR

WAITING

AREA

AOD

TOILET

113A

TRIAGE

ISOLATION

ROOM

112H

REST RM

SOCIAL WORK

SCALE

NURSE

OFFICE

119A

PRIMARY

CARE

NURSE

119B

HEALTH

BEHAVIOR

COORD

119C

AUDIOLOGIST

114B

AUDIOLOGIST

AUDIOLOGY TECH

114A

PHYSICIAN

(ORANGE)

120B

NURSE

CLINIC

(ORANGE)

120A

PHARMACIST

119C

CLINIC EXAM

(GOLD)

120C

CLINIC (ORANGE)

120C

COPY RM

NURSE

CLINIC

(GOLD)

122A

PHYSICIAN

(GOLD)

122B

EXAM ROOM

(GOLD)

122C

CLINIC ROOM

(GOLD)

122D

VACANT

123NURSE TRIAGE

(SILVER)

124A

PHYSICIAN

(SILVER)

124B

EXAM RM

(SILVER)

124C

EXAM RM

(SILVER)

124D

NURSE TRIAGE

(PURPLE)

125A

PHYSICIAN

(PURPLE)

125B

EXAM RM

(PURPLE)

125C

EXAM RM

(PURPLE)

125D

MED

DISPENSARY

REST RM

REST RM

PHASE I

5'-10"

TEMPORARY

CONSTRUCTION AREA

ENCLOSED BY

CONTRACTOR.

KEYPLAN

VA MEDICAL CENTER

BIG SPRING

BLDG. #1

GENERAL NOTES:

A. IT IS THE OWNERS' INTENT TO CONTINUE TO SERVE THEIR

PATIENTS DURING CONSTRUCTION. THE CONTRACTOR SHALL

COORDINATE WITH OWNERS' REPRESENTATIVE TO ACHIEVE THIS

GOAL AND TO INSURE THE SAFETY OF STAFF, PATIENTS AND

CONSTRUCTION WORKERS.

B. THE CONTRACTOR SHALL INSTALL TEMPORARY WALLS TO BE

MADE OF SHEETROCK PARTITION AND BE SEALED FROM FLOOR

TO CEILING FOR CONTAINMENTS.

C. EVERYTHING WITHIN THE HATCHED AREA IS TO BE DEMOLISHED.

D. CONTRACTOR SHALL COORDINATE WITH COR FOR PROVIDING

PORTABLE RESTROOMS PRIOR TO CONSTRUCTION. IF

CONTRACTOR NEEDS A MOBILE OFFICE OR STAGING AREA FOR

STORING CONSTRUCTION MATERIALS, COORDINATE W/ COR FOR

EXACT LOCATION.

CLINIC

WAITING

AREA

ELECTRICAL

ROOM

ELEVATOR

TELE - HEALTH

HOUSE KEEPING

CLINICAL

PHARMACY

MY

HEALTHY

VET

CLOSET

TELECOM

CLOSET

STAIR

WAITING

AREA

AOD

TOILET

113A

TRIAGE

ISOLATION

ROOM

112H

REST RM

SOCIAL WORK

SCALE

NURSE

OFFICE

119A

PRIMARY

CARE

NURSE

119B

HEALTH

BEHAVIOR

COORD

119C

AUDIOLOGIST

114B

AUDIOLOGIST

AUDIOLOGY TECH

114A

PHYSICIAN

(ORANGE)

120B

NURSE

CLINIC

(ORANGE)

120A

PHARMACIST

119C

CLINIC EXAM

(GOLD)

120C

CLINIC (ORANGE)

120C

COPY RM

NURSE

CLINIC

(GOLD)

122A

PHYSICIAN

(GOLD)

122B

TLT

EXAM 6

TEAMWORK

ZONE

EXAM 7

CORRIDOR

(PATIENTS)

CORRIDOR

(PATIENTS)

WOMEN'S EXAM

MEETING ROOM

REGISTRATION

NURSE MANAGER

CORRIDOR

(PATIENTS)

TEAMWORK

COPY / PTRINT

PHASE II

TLT

EXAM 8

CLEAN UP THE TEMPORARY CONSTRUCTION AREA AFTER PHASE 1

CONSTRUCTION. CONTRACTOR SHALL COORDINATE W/ COR TO

TRANSFORM CONSTRUCTION MATERIALS AND DEMOLISHED

DEBRIS AT CERTAIN APPROVED TIMES PRIOR TO CONSTRUCTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. JOSHUA JUNKIN

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

THESE DOCUMENTS

ARE FOR INTERIM

REVIEW AND ARE NOT

INTENDED FOR

CONSTRUCTION,

BIDDING, OR PERMIT

PURPOSES.

JAMES O. WIGINTON

TEXAS ARCHITECT #5958

FULLY SPRINKLERED

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

B

IM

/V

A B ig S p ri n g

O u tp a ti e n t

E x a m

R o o m s /V

A B

S O u tp a ti e n t C lin ic

C e n tr a l.

rv t

/1

/2

:3

:3

P M

AD101

DEMOLITION PLAN OUTPATIENT CLINIC

Big Spring, TX

519-19-700

10/21/2022 JOW KL

100% CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"1

DEMOLITION PLAN - LEVEL 1 - PHASE I

N

N

ACTUAL NORTHPLAN NORTH

1/8" = 1'-0"2

DEMOLITION PLAN - LEVEL 1 - PHASE II

N

N

WOMEN'S EXAM

113 SF

EXAM 1

180 SF

EXAM 2

117 SF

EXAM 3

117 SF

EXAM 4

117 SF

EXAM 5

125 SF

EXAM 6

125 SF

EXAM 7

116 SF

EXAM 8

116 SF

SOCIAL WORK

66 SF

BEHAVIORAL

COORD.

108 SF

STAFF LOUNGE /

LOCKER

156 SF

MEDICATION

69 SF

NURSE

MANAGER

116 SF

TLT

64 SF

TLT

63 SF

STORAGE

32 SF

TEAMWORK

COPY / PRINT

1183A

63 SF

TLT

1180A

66 SF

TEAMWORK

ZONE

703 SF

REGISTRATION

358 SF

MEETING ROOM

125 SF

SCALE

60 SF

PHARMACIST

109 SF

PHARMACIST

124 SF

STORAGE

57 SF

CLINIC

WAITING

AREA

ELECTRICAL

ROOM

ELEVATOR

TELE-

HEALTH

HOUSE KEEPING

CLINICAL

PHARMACY

MY

HEALTHY

VET

CLOSET

TELECOM

CLOSET

STAIR

WAITING

AREA

AOD

TOILET

113A

TRIAGE

ISOLATION

ROOM

112H

EQUIPMENT

STORAGE

CORRIDOR

(PATIENTS)

C118B

388 SF

STORAGE

CLOSET

20 SF

STORAGE / FILE

1193A

18 SF

SOCIAL WORK

66 SF

CORRIODR

(PATIENTS)

C118D

143 SF

CORRIODR

(PATIENTS)

C118C

236 SF

CORRIODR

(PATIENTS)

C118A

469 SF

KEYPLAN

VA MEDICAL CENTER

BIG SPRING

BLDG. #1

EXISTING TO REMAIN

NEW CONSTRUCTION

FLOOR PLAN LEGEND

A3

DOOR NUMBER SYMBOL

INTERIOR PARTITION TYPE TAG

REF. AS410 FOR DETAILS

PROJECT SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. JOSHUA JUNKIN

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

THESE DOCUMENTS

ARE FOR INTERIM

REVIEW AND ARE NOT

INTENDED FOR

CONSTRUCTION,

BIDDING, OR PERMIT

PURPOSES.

JAMES O. WIGINTON

TEXAS ARCHITECT #5958

FULLY SPRINKLERED

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

B

IM

/V

A B ig S p ri n g

O u tp a ti e n t

E x a m

R o o m s /V

A B

S O u tp a ti e n t C lin ic

C e n tr a l.

rv t

/1

/2

:0

:3

P

M

AS100

OVERALL FLOOR PLAN OUTPATIENT CLINIC

Big Spring, TX

519-19-700

10/21/2022 JOW KL

100% CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"1

OVERALL FLOOR PLAN - LEVEL 1

N

N

EXISTING TO REMAIN

NEW CONSTRUCTION

FLOOR PLAN LEGEND

A3

DOOR NUMBER SYMBOL

INTERIOR PARTITION TYPE TAG

REF. AS410 FOR DETAILS

NOT FUNCTIONAL UNTIL PHASE II

COMPLISHED

'-1

0"

CL

R.

6'-

0" 6'-

5 1 /4"

'-5

'-5

CL

R.

6'- 0"

4'-10 1/2" 12'-0"

CLR.

6'-0" 2'-5"

8'- 7"

'-3 1/

4"

11'-11 1/2" 9'-0"

4'-6 1/8"

VERIFY

10'-11 1/4"

CLR.

6'-0" 6'-6"

CLR.

6'-0"

F3

F3

B8

F3

E1

VERIFY

8'-4" 2'-1"

5'-0" 5'-0"

A

LI

G N

ALIGN

ALIGNALIGN

6'- 5"

1'- 0"

F3

PARTITION WALLS TO

MATCH EXISTING

ALIGN

J3

J3 J33'- 6"

3'-

A

LI

G N

ALIGN

1'-6…

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