519-19-700 Drawings reduced size.pdf
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- Solicitation number
- 36C25723B0053
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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