36C25919R0086-0002001.pdf

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VA PROJECT

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PROJECT TITLE

BUILDING PROJECT

CHECKED BY DRAWN BY

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

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VA FORM

Office of Construction and Facilities Management

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CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF

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R E

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SHEET TITLE

ARCHITECT / ENGINEER 7 EAST RENOVATIONCOVER SHEET

02/05/2019 JEH ZDL

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

100% BID DOCUMENTS

7 EAST RENOVATION

GI-000

100% BID DOCUMENTS

OKLAHOMA CITY VA HEALTH CARE SYSTEM

635-16-101

Sheet List

SHEET

SEQUENCE SHEET NUMBER SHEET NAME

[04] PLUMBING

25 P-000 PLUMBING LEGEND

26 PJD-101 MEDICAL GAS DEMO PLAN - 7TH FLOOR PLAN

27 PLD-101 PLUMBING WASTE DEMO PLAN - 7TH FLOOR PLAN

28 PPD-101 PLUMBING SUPPLY DEMO PLAN - 7TH FLOOR PLAN

29 PJ-101 MEDICAL GAS PLAN - 7TH FLOOR PLAN

30 PL-101 PLUMBING WASTE PLAN - 7TH FLOOR PLAN

31 PP-101 PLUMBING SUPPLY PLAN - 7TH FLOOR PLAN

32 P-301 PLUMBING RISER DIAGRAMS

33 P-302 PLUMBING RISER DIAGRAMS

34 P-501 PLUMBING DETAILS I

35 P-601 PLUMBING SCHEDULES I

[05] MECHANICAL

36 M-000 MECHANICAL LEGEND

37 MHD-101 MECHANICAL HVAC DEMO PLAN - 7TH FLOOR PLAN

38 MPD-101 MECHANICAL PIPING DEMO PLAN - 7TH FLOOR PLAN

39 MH-101 MECHANICAL HVAC PLAN - 7TH FLOOR PLAN

40 MP-101 MECHANICAL PIPING PLAN - 7TH FLOOR PLAN

41 M-501 MECHANICAL DETAILS I

42 M-502 MECHANICAL DETAILS II

43 M-601 MECHANICAL SCHEDULES I

44 M-701 MECHANICAL CONTROLS I

45 M-702 MECHANICAL CONTROLS II

[06] ELECTRICAL

46 E-000 ELECTRICAL LEGEND

47 ELD-101 ELECTRICAL LIGHTING DEMOLITION FLOOR PLAN - LEVEL 7

48 EPD-101 ELECTRICAL POWER DEMOLITION FLOOR PLAN - LEVEL 7

49 EYD-101 SPECIAL SYSTEMS DEMOLITION FLOOR PLAN - LEVEL 7

50 EL-101 ELECTRICAL LIGHTING FLOOR PLAN - LEVEL 7

51 EP-101 ELECTRICAL POWER FLOOR PLAN - LEVEL 7

52 EQ-101 MECHANICAL EQUIPMENT POWER FLOOR PLAN - LEVEL 7

53 EY-101 SPECIAL SYSTEMS FLOOR PLAN - LEVEL 7

54 EF-101 FIRE ALARM FLOOR PLAN - LEVEL 7

55 E-401 ELECTRICAL PARTIAL FLOOR PLANS - LEVEL 7 AND LEVEL 8

56 E-501 ELECTRICAL DETAILS

57 E-601 ELECTRICAL ONE-LINE DIAGRAM AND TECHNOLOGY RISER DIAGRAMS

58 E-602 ELECTRICAL AND TECHNOLOGY SCHEDULES

59 E-603 ELECTRICAL SCHEDULES

60 E-701 LIGHTING CONTROL DIAGRAMS

TOTAL SHEET COUNT: 60

Sheet List

SHEET

SEQUENCE SHEET NUMBER SHEET NAME

[01] GENERAL

1 GI-000 COVER SHEET

2 GI-001 GENERAL INFORMATION

3 GI-011 LIFE SAFETY PLAN

4 GI-100 VERTICAL/HORIZONTAL ASSEMBLIES

[02] ARCHITECTURAL

5 AD-101 DEMOLITION PLAN

6 AS-101 ARCHITECTURAL FLOOR PLAN

7 AS-102 DIMENSION FLOOR PLAN

8 AS-103 REFLECTED CEILING PLAN

9 AS-104 BID DEDUCT ALTERNATES

10 AS-400 ENLARGED PLANS I

11 AS-401 ENLARGED PLANS II

12 AS-402 ENLARGED PLANS III

13 AS-403 ENLARGED PLANS IV

14 AS-404 ENLARGED PLANS V

15 AS-405 INTERIOR ELEVATIONS

16 AS-406 INTERIOR ELEVATIONS

17 AS-407 MILLWORK SECTIONS & PLAN DETAILS

18 AS-408 PLAN DETAILS

19 AS-501 FF&E PLAN

20 AS-601 DOOR AND WINDOW SCHEDULES

21 AS-701 FINISH PLAN

[03] FIRE PROTECTION

22 F-000 FIRE PROTECTION LEGEND

23 FXD-101 FIRE SPRINKLER DEMO

24 FX-101 FIRE SPRINKLER

SITE LOCATION

AREA OF WORK

KEY PLAN

Revision # Date 02/18/2019

GENERAL NOTES

MATERIALS LEGENDAREA KEY PLAN SYMBOLS LEGEND

ARCHITECTURAL ABBREVIATIONS

FIXTURE MOUNTING HEIGHTS

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

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

• INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318) MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 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 CFR PARTS 433, 434 AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION.

THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS

ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

CODES, STANDARDS, AND EXECUTIVE ORDERS

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

AT ACOUSTICAL CEILING TILE

AT (SP) ACOUSTICAL CEILING TILE (WITH SPRAYED PLASTIC

FINISH)

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES

ADC AUTOMATIC DOOR CLOSER

ADH ADHESIVE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFB ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

ALUM ALUMINUM

AR AS REQUIRED

ASB ASBESTOS

AWT ACOUSTICAL WALL TREATMENT

BAT BATTEN

BEV BEVEL

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CORNER BEAD

CBB CEMENTITIOUS BACKER BOARD

CCTV CLOSED CIRCUIT TELEVISION

CC CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT

CER CERAMIC

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CHFR CHAMFER

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE OR CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPRS COMPRESSIBLE

CPT CARPET

CR CARD READER

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTRL CONTROL

DBL DOUBLE

DC DIAPER CHANGE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DL DEAD LOAD

DR DOOR OR DRAIN

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR OR ELEVATION

EPY EPOXY FLOORING

EQ EQUAL

EQL EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESC ESCUTCHEON

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTINGUISHER

F FEMALE

FA FIRE ALARM

FAB FABRIC

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF&E FURNITURE, FIXTURE, & EQUIPMENT

FIN FINISH

FIN FLR FINISH FLOOR (ELEVATION)

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLSHG FLASHING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FIX FLUORESCENT FIXTURE

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FR FIRE RATING, FIRE RESISTANCE, OR FRAME

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR

FIBER REINFORCED PLASTIC

FT FEET OR FOOT

FURR FURRING

FURN FURNISH OR FURNITURE

FV FIELD VERIFY

FWC FABRIC WALLCOVERING

GA GAGE

GALV GALVANIC OR GALVANIZED

GB GRAB BAR

GD GUARD

GDR GUARD RAIL

GL GLASS

GT GROUT

GWB GYPSUM WALLBOARD

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HDR HARDWARE

HM HOLLOW METAL

HDRL HANDRAIL

HORIZ HORIZONTAL

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HSD HAND SANITIZER DISPENSER

HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

KPL KICKPLATE

L ANGLE

LAM GL LAMINATED GLASS

LAV LAVATORY

LD BRG LOAD-BEARING

LF LINEAR FEET (FOOT)

LINO LINOLEUM

LT GA LIGHT GAUGE

LVR LOUVER

LVT LUXURY VINYL TILE

MAX MAXIMUM

MCB METAL CORNER BEAD

MD METAL DECK

MECH RM MECHANICAL ROOM

MEL MELAMINE

MEMB MEMBRANE

MF MILL FINISH

MFR REC MANUFACTURER'S RECOMMENDATIONS

MIN MINUTE OR MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MLWK MILLWORK

MO MASONRY OPENING

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTL METAL

MULL MULLION

MW MICROWAVE

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

O/O OUT TO OUT

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OD OUTSIDE DIMENSION OR

OUTSIDE DIAMETER

OFF OFFICE

OH DR OVERHEAD (COILING) DOOR

OPP OPPOSITE

P PAINT

PC POLISHED CONCRETE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLYWD PLYWOOD

PMTL PAINTED METAL

PNL PANEL

PR PAIR

PT PORCELAIN TILE

PTB PORCELAIN TILE BASE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QUAL QUALITY

R RADIUS OR RISER

RB RUBBER BASE

RB HK ROBE HOOK

RBR RUBBER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RES POURED RESINOUS FLOORING

RESIL RESILIENT

RET RETURN

REV REVISION

RM ROOM

RO ROUGH OPENING

RSF RESILIENT SHEET FLOORING (CHEMICALLY WELDED

SEAMS)

RV ROOF VENT

S SEALED CONCRETE

SAT SUSPENDED ACOUSTICAL TILE

SC HIGH BUILD GLAZED COATING (SPECIALTY COATING)

SCD TOILET SEAT COVER DISPENSER

SCHED SCHEDULE

SCWD SOLID CORE WOOD DOOR

SD SOAP DISPENSER

SF SQUARE FOOT (FEET)

SHT SHEET

SHV SHELVING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SERVICE SINK

SST STAINLESS STEEL

ST STAIRS

STRUCT STRUCTURAL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STNLS STAINLESS

STOR STORAGE

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

T TREAD

T&G TONGUE AND GROOVE

TB TOWEL BAR

TD TOWEL DISPENSER

TEL TELEPHONE

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWER RACK

TYP TYPICAL

UCD UNDERCUT DOOR

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VAR VARIES

VC VA PROVIDED / CONTRACTOR INSTALLED

VV VA PROVIDED / VA INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSITCAL TILE

VR VAPOR RETARDER

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WALLCOVERING (VINYL COATED FABRIC)

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WD WOOD

WDW WINDOW

WFAB WALL FABRIC

WR WASTE RECEPTACLE

WSCT WAINSCOT

WSF WELDED SEAM RESILIENT FLOORING (HEAT

WELDED WITH ROD)

X BRACE CROSS BRACE

YD YARD

ENERGY REQUIREMENTS

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN

INTENT OF THE ENTIRE DOCUMENT SET.

2. THE DEMOLITION DRAWINGS ARE DEEMED SCHEMATIC. CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING EXISTING DEMOLITION WORK PRIOR TO

SUBMISSION OF PROPOSAL.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE CONSTRUCTION WORK. PROVIDE DUST PROOFING

ENCLOSURES TO SEPARATE WORK AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISITING SURFACES AND CONDITIONS TO REMAIN IN PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE

OCCUR, PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO

ADDITIONAL COST TO THE OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT PARTICULATE MATERIAL FROM EXHAUSTING INTO

SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE AND OPERATIONAL SYSTEMS.

INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS, BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF THE MEDICAL CENTER.

INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS.

SCHEDULE INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING THE CONSTRUCTION

SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF

THE CONSTRUCTION DOCUMENTS.

ROOM NAME,

NUMBER AND

SQUARE FEET

A101

X'-X"

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

NORTH ARROW

ELEVATION INDICATOR,

INTERIOR/EXTERIOR

BUILDING SECTION

INDICATOR

ELEVATION INDICATOR

BREAK, STRAIGHT (SEE

SECTION INDICATORS,

BUILDING, WITH BREAK

STANDARDS)

DETAIL INDICATOR

ELEVATION INDICATOR

FOR SIMILAR CONDITIONS

DIMENSION LINE

CENTER LINE

FIRE EXTINGUISHER CABINET

1 1/2"

MATCH LINE

NORTH

1A

A

A

FEC

FE FIRE EXTINGUISHER

CORNER GUARDCG

A101

DETAIL INDICATOR

1 / A101

SIM

Room Name

150 SF

A101

SIM

A101

SIM

WINDOW TYPE1t

1 / A101

SIM

CLEAR FLOOR SPACE

30"

C L E

A R

F L O

O R

S P

A C

E

CLEAR FLOOR SPACE

72"

C L E

A R

F L O

O R

S P

A C

E

18"

M A

X

M A

X

M A

X

M

IN

18" MIN

1. GENERAL CONTRACTOR TO PROVIDE

METAL STUD OR PLATE BLOCKING FOR

ALL WALL MOUNTED ACESSORIES,

FIXTURES, AND EQUIPMENT.

2. SPECIFIED MAXIMUMS ARE MEASURED

FROM AFTER FINISHED FLOOR TO THE

OPERABLE PART OF THE FIXTURE.

3. FIXTURES SHOWN ARE

REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO

SPECIFICATIONS FOR FIXTURE TYPES

USED IN THIS PROJECT.

4. FIXTURES MAY OVERLAP WAINSCOT.

WHERE APPLICABLE, BACKING TO BE

PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH

SCHEDULED WALL FINISH.

6" MAX

M

IN

SHOWER

TURNING RADIUS BARRIATRIC

TURNING RADIUS

PAPER TOWEL

DISPENSER

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

M A

X

SOAP

DISPENSER

M A

X

M A

X

17" MIN

M

IN

M A

X

M A

X

18" MIN

8" MIN

WALL

LAVATORY

WITH APRON

M A

X

18" MIN

URINAL

WALL

18"

36" MIN

12" 42" MIN 12"

54" MIN

M

IN

WALLWALL

M A

X

WALL HOOK

CLOCK

WALL

ø 60" ø 72"

FINISHED

FLOOR

FINISHED

FLOOR

M A

X

FIRE

EXTINGUISHER

CABINET

WEIGHT > 40LBS

M A

X

FIRE

EXTINGUISHER

CABINET

WEIGHT < 40LBS

M

ID

P O

IN

T

A T

M A

X

DRY ERASE

BOARD

M A

X

WALL PHONE

M A

X

ADJUSTABLE

COMPUTER

WORKSTATION

ADA TOILET AND GRAB BARS

*KEYBOARD REQUIRED TO BE

ACCESSIBLE AT 36"

ADJUSTABLE

TRACK

VA STANDARD

TURNING RADIUS

ø 66"

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE

RIGID INSULATION

EXTRUDED POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR

CEMENT BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

SPRAY-APPLIED CLOSED

CELL INSULATION

IECC 2012 EDITION

BUILDING LOCATION: OKLAHOMA CITY, OKLAHOMA

CLIMATE ZONE (FIGURE C301.1): ZONE 3

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES USED FOR HEATING AND COOLING LOAD CALCULATIONS SHALL BE A MAXIMUM OF 72 DEGREES FAHRENHEIT AND MINIMUM OF 75 DEGREES FAHRENHEIT FOR COOLING.

BUILDING ENVELOPE REQUIREMENTS (C402):

OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE C402.1.3):

ROOFS

INSULATION ENTIRELY ABOVE DECK:

METAL BUILDINGS (W/ R-5 THERMAL BLOCKS):

ATTIC AND OTHER:

WALLS, ABOVE GRADE

MASS:

METAL BUILDING:

METAL FRAMED:

WOOD FRAMED AND OTHER:

WALLS, BELOW GRADE

BELOW-GRADE WALL:

FLOORS

MASS:

JOIST/FRAMING:

SLAB-ON-GRADE

UNHEATED SLABS:

HEATED SLABS:

OPAQUE DOORS

SWINGING:

ROLL-UP OR SLIDING:

FENESTRATION (TABLE C402.4):

VERTICAL FENESTRATION

U-FACTOR

FIXED FENESTRATION:

OPERABLE FENESTRATION:

ENTRANCE DOORS:

SHGC

SHGC

SKYLIGHTS

U-FACTOR

SHGC

MAXIMUM AREA (C402.3.1)

N/A

REQUIRED AS DESIGNED

N/A N/A N/A

N/A N/A R-13 + R-7.5ci N/A

N/A

N/A N/A

N/A N/A

U-0.61 N/A

N/A N/A N/A

N/A

N/A N/A

AREA OF WORKOUT OF SCOPE

NORTH

F

C B

G

19D185

AREA OF WORK

DRAWING

VA PROJECT

DATE

PROJECT TITLE

BUILDING PROJECT

CHECKED BY DRAWN BY

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

A

VA FORM

Office of Construction and Facilities Management

Dwg

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF

F U

L L

Y S

P R

IN

K

L E

R E

D

1 2 3 4 5 6 7 8 9

B

C

D

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F

A

B

C

D

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F

SHEET TITLE

ARCHITECT / ENGINEER 7 EAST RENOVATIONGENERAL INFORMATION

02/05/2019 JEH ZDL

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

GI-001

100% BID DOCUMENTS

635-16-101

LIFE SAFETY LEGEND

1 OCCUPANT LOAD

SPACE NOT OCCUPIED

BUILDING EXIT

PROTECTED AREA ENCLOSED WITH

SMOKE PARTITIONS

EGRESS PATH

1 HOUR FIRE

2 HOUR FIRE

3 HOUR FIRE

4 HOUR FIRE

1 HOUR FIRE / SMOKE

2 HOUR FIRE / SMOKE

3 HOUR FIRE / SMOKE

4 HOUR FIRE / SMOKE

FACP

FEC

FIRE ALARM CONTROL PANEL

FIRE EXTINGUISHER CABINET

FIRE RATED WALL SYMBOLS

NFPA 101-2015 EDITION

PROJECT AREA: 18,838 SF INTERIOR REMODEL OF 7TH FLOOR

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (TABLE A.8.2.1.2): TYPE II (000)

OCCUPANCY CLASSIFICATION: EXISTING HEALTHCARE OCCUPANCY (CH. 19)

TOTAL OCCUPANT LOAD: 32 OCCUPANTS (TABLE 7.3.1.2)

• MIN. TYPICAL DOOR WIDTH = 32" MIN.

• MIN. PATIENT BED DOOR WIDTH = 70" MIN.

• MIN. WIDTH OF EGRESS COMPONENTS (32 OCC. X .2"/OCC.) = 6.4" (32" MIN. PER 19.2.3.6)

FIRE RESISTANCE RATINGS (TABLE A.8.2.1.2):

• COLUMNS: 0 HR

• BEAM, GIRDERS, TRUSSES: 0 HR

• FLOOR/CEILING ASSEMBLIES: 0 HR

• ROOF/CEILING ASSEMBLIES: 0 HR

• EXTERIOR NON-BEARING WALLS: 0 HR

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK,

EXTERIOR NON-BEARING WALLS, AND INTERIOR NON-BEARING WALLS.

OCCUPANT LOADS (TABLE 7.3.1.2):

• ASSEMBLY (UNCONCENTRATED) = 15 SF/PERSON

• BUSINESS AREA = 100 SF/PERSON

• INPATIENT TREATMENT AREAS = 240 SF/PERSON

MAXIMUM COMMON PATH OF TRAVEL: 100' (18.2.5.3)

MAXIMUM TRAVEL DISTANCE: 200' (19.2.6.2.1 & 19.2.6.2.2)

CORRIDOR MINIMUM FIRE RATING: 1/2 HR (19.3.6.2.2)

FIRE ALARM SYSTEM:

- REQUIRED/PROVIDED MANUAL SYSTEM.

B

B

C

C

D

D

E

E

F

F

G

G

I

I

J

J

K

K

8 8

6 6

7 7

5 5

4 4

106 SF

ANTE ROOM

714A

261 SF

PATIENT ROOM

(ISO)

273 SF

PATIENT ROOM

62 SF

PATIENT TOILET

717R

284 SF

PATIENT ROOM

56 SF

PATIENT TOILET

718R

83 SF

PATIENT TOILET

714R

39 SF

CLEAN SUPPLY

264 SF

PATIENT ROOM

59 SF

PATIENT TOILET

715R

57 SF

PATIENT TOILET

712R

301 SF

PATIENT ROOM

268 SF

PATIENT ROOM

(BARIATRIC)

71 SF

PATIENT TOILET

710R

38 SF

OXYGEN

STORAGE

50 SF

TOILET

217 SF

NOURISHMENT /

WAITING

138 SF

CONSULT

305 SF

STAFF LOUNGE

NURSE WORK

ROOM

175 SF

MED ROOM & IV

STORAGE

128 SF

STORAGE

51 SF

PATIENT TOILET

724R

51 SF

PATIENT TOILET

722R

263 SF

PATIENT ROOM

99 SF

CLEAN UTILITY

35 SF

CRASH CART

ALCOVE

261 SF

PATIENT ROOM

51 SF

PATIENT TOILET

725R

51 SF

PATIENT TOILET

723R

262 SF

PATIENT ROOM

66 SF

HAC

83 SF

SOILED UTILITY

263 SF

PATIENT ROOM

93 SF

CLEAN LINEN

R 75' - 0

R 75' - 0"

1 1

1 1

1 1 1

1 1

137 SF

NURSE MANAGER

OFFICE

T R

A V

E L

D

IS

T A

N C

E

TRAVEL DISTANCE

83' - 9"

T R

A V

E L

D

IS

T A

N C

E

TRAVEL DISTANCE

84' - 4"

142 SF

INFO. TECH.

L

L

42 SF

NURSE ALCOVE

147 SF

NURSE STATION

708 28 SF

STORAGE

51 SF

STAFF TOILET

611 SF

CORRIDOR

979 SF

CORRIDOR

156 SF

CORRIDOR

33 SF

ELEC. CLST

A

A

7 SF

STORAGE

FEC

FEC

33343536373839 40

52 SF

EXISTING

WOMEN'S

RESTROOM

AREA OF WORK

OUT OF SCOPE

NORTH

F

C B

G

19D185

AREA OF WORK

DRAWING

VA PROJECT

DATE

PROJECT TITLE

BUILDING PROJECT

CHECKED BY DRAWN BY

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

A

VA FORM

Office of Construction and Facilities Management

Dwg

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF

F U

L L

Y S

P R

IN

K

L E

R E

D

1 2 3 4 5 6 7 8 9

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SHEET TITLE

ARCHITECT / ENGINEER 7 EAST RENOVATIONLIFE SAFETY PLAN

02/05/2019 JEH ZDL

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

GI-011

100% BID DOCUMENTS

635-16-101

N

1/8" = 1'-0"

LIFE SAFETY PLAN

GENERAL NOTES:

1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED. REFER TO PLANS

FOR LOCATION AND TYPES OF EACH PARTITION.

2. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON

BOTH SIDES OF ALL FIRE AND SMOKE WALLS DESIGNATING THE PARTITION

RATING INDICATED ON THE LIFE SAFETY PLAN.

3. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATIONS

OF ALL WALL TILE. PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN

LIEU OF GWB AT ALL SCHEDULED TILE LOCATIONS. UNLESS NOTED

OTHERWISE, TILE SHALL BE INSTALLED PER TILE COUNCIL OF AMERICA

LATEST STANDARDS FOR EACH TYPE OF BACKING MATERIAL REPRESENTED

IN WALL/PARTITION.

4. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GWB WHICH

EXTENDS A MINIMUM OF 6" ABOVE THE SUSPENDED CEILING UNLESS SHOWN

AND/OR NOTED OTHERWISE BY THE ARCHITECT.

5. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL

CONDITIONS IN REGARDS TO STRUCTURAL REQUIREMENTS.

6. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS,

JAMBS, ETC. SHALL ALIGN ACROSS VOIDS AND JOINTS.

7. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS

(UNLESS NOTED OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING

AND ABOVE THE CEILING LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM

BOARD RETURNS SHALL HAVE CORNER BEADS MINIMUM FLOOR TO CEILING.

ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING

SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE

STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.

8. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP

TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING

CHASES UNLESS OTHERWISE NOTED, SHALL EXTEND ABOVE THE HIGHEST

ADJOINING CEILING AND BE BRACED TO STRUCTURE.

9. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF

STRUCTURE SHALL BE SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS

AND NOT FROM THE METAL DECK.

10. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING

IN WALLS/PARTITIONS. ALL WOOD BLOCKING IS TO BE FIRE RETARDANT

TREATED.

11. IMPACT RESISTANT GWB, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND

BEHIND LOCKERS.

12. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL PENETRATIONS

WHERE SMOKE PARTITIONS ARE DESIGNATED ON THE LIFE SAFETY PLAN TO

ELIMINATE THE PASSAGE OF SMOKE.

13. ALL PARTITIONS THAT HOST PLUMBING FIXTURES SHALL RECEIVE MOLD /

MOISTURE RESISTANT GWB IN LIEU OF REGULAR GWB.

SEAL TO STRUCTURAL

DECK ABOVE

TAPE AND BED GYP. BD.

ONLY ABOVE CEILING

EACH SIDE

CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

FIRE BLANKETS AS REQ'D

5/8" GYP. BD. EACH

SIDE OF METAL

STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

LINE OF STRUCTURAL DECK

TAPE AND BED GYP. BD.

ONLY ABOVE CEILING

EACH SIDE

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

BATTS AS REQ'D

5/8" GYP. BD. EACH

SIDE OF METAL

STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16"

O.C. EXTEND FROM FIN. FLR. TO DECK.

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C.

EXTEND FROM FIN. FLR. TO DECK.

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

W/ SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK.

(STC 45)

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C.

W/ SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK.

(STC 45)

LINE OF STRUCTURAL DECK

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ONE

SIDE OF METAL

STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

EXTEND TO BOTTOM OF DECK SEAL TO DECK. ALL JOINTS TAPED

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16" O.C.

EXTEND TO BOTTOM OF DECK SEAL TO DECK. ALL JOINTS TAPED

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

EXTEND TO 6" ABOVE FINISHED CEILING. ALL JOINTS TAPED

5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16"

O.C. W/ SOUND ATTENUATION FIRE BLANKETS EXTEND & SEAL TO

DECK ABOVE. RATED SMOKE & ONE HOUR. UL #U465 (STC 45)

5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C.

W/ SOUND ATTENUATION FIRE BLANKETS EXTEND & SEAL TO DECK

ABOVE. RATED SMOKE & ONE HOUR. UL #U465 (STC 45)

TYPE 1

(1 HR RATED)

SUFFIX

A

B

C

D

DETAILS

TYPE 3

(NON RATED)

SUFFIX

A

B

C

D

DETAILS

TYPE 4

(NON RATED)

SUFFIX

A

B

C

DETAILS

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

LINE OF STRUCTURAL DECK

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

1 LAYER 3/4" FIRE RETARDANT PLYWOOD ON ONE SIDE OF 3 5/8" METAL

STUD FRAMING AT 16" O.C. WITH 1 LAYER TYPE 'X' GYP. BD. ON OPP.

SIDE. EXTEND TO BOTTOM OF DECK & SEAL TO DECK.

TYPE 5

(NON RATED)

SUFFIX

A

DETAILS

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

3/4" PLYWOOD

SHEATHING

SEAL TO STRUCTURAL

DECK ABOVE

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

2 LAYERS 5/8" GYP. BD.

ON EACH SIDE OF METAL

STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16"

O.C. EXTEND TO BOTTOM OF DECK SEAL TO DECK. ALL JOINTS TAPED.

UL #U404

2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16"

O.C. EXTEND TO BOTTOM OF DECK SEAL TO DECK. ALL JOINTS

TAPED. UL # U404

TYPE 2

(2 HR RATED)

SUFFIX

A

B

DETAILS

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

SOUND ATTENUATION

BATTS AS REQ'D

-B

5/8" TYPE 'X' GYP. BD.

ONE SIDE OF METAL

STUDS AT 16" O.C.

LINE OF STRUCTURAL DECK

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ON

7/8" HAT CHANNEL

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

1 LAYER 5/8" GYP. BD OVER 7/8" HAT CHANNEL. EXTEND TO 6" ABOVE

FINISHED CEILING

TYPE 6

(NON RATED)

SUFFIX

A

DETAILS

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

LINE OF STRUCTURAL DECK

CEILING MATERIAL AS

SCHEDULED

HEAD WALL ASSEMBLY

5/8" GYP. BD. ON EACH

SIDE OF 3 5/8" METAL

STUD FRAMING AS

REQUIRED

BASE AND FLOORING

AS SCHEDULED

1 LAYER 5/8" GYP. BD ON EACH SIDE OF 3 5/8" METAL STUD FRAMING W/

HEADWALL ASSEMBLY ON ONE SIDE. EXTEND FROM FIN. FLR. TO DECK.

TYPE 7

(NON RATED)

SUFFIX

A

D

DETAILS

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

C

1 LAYER 5/8" GYP. BD AND HEADWALL ASSEMBLY ON ONE SIDE OF 3

5/8" METAL STUD FRAMING. EXTEND FROM FIN. FLR. TO DECK.B

E

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16"

O.C. EXTEND TO 6" ABOVE FINISHED CEILING-- -- -------

1 LAYER 5/8" GYP. BD ON EACH SIDE OF 3 5/8" METAL STUD FRAMING W/

HEADWALL ASSEMBLY ON ONE SIDE W/ SOUND ATTENUATION BATTS.

EXTEND FROM FIN. FLR. TO DECK. (STC 45)

1 LAYER 3/4" FIRE RETARDANT PLYWOOD OVER 7/8" HAT CHANNEL ON

EXISTING WALL ASSEMBLY. EXTEND TO 6" ABOVE FINISHED CEILING.

SEAL TO STRUCTURAL

DECK ABOVE

TAPE AND BED GYP. BD.

ONLY ABOVE CEILING

EACH SIDE

CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

FIRE BLANKETS AS REQ'D

5/8" GYP. BD. EACH

SIDE OF METAL

STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

TYPE 8

(NON RATED)

SUFFIX DETAILS

TILE ON 5/8" CEMENTITIOUS BACKER BOARD ON ONE SIDE OF 3 5/8"

MTL STUDS AT 16" O.C. AND 5/8" GYP. BD. ON THE OPP. SIDE.

EXTEND FROM FIN. FLR. TO DECK.

TILE ON 5/8" CEMENTITIOUS BACKER BOARD ON ONE SIDE OF 3 5/8"

MTL STUDS AT 16" O.C. W/ SOUND BLANKETS AND 5/8" GYP. BD. ON

THE OPP. SIDE. EXTEND FROM FIN. FLR. TO DECK. (STC 45)

A

B

C

D

E

5/8" CEMENTITIOUS

BACKER BOARD

FLUID-APPLIED

MOISTURE BARRIER

TILE WALL FINISH

AS SCHEDULED

LINE OF STRUCTURAL DECK

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

TILE FINISH AS

SCHEDULED

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

TYPE 9

(NON RATED)

SUFFIX

A

B

C

DETAILS

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

FINISH ON 5/8" CEMENTITIOUS BACKER BOARD ON 3 5/8" MTL

STUDS AT 16" O.C. EXTEND TO 6" ABOVE FINISHED CEILING. ALL

JOINTS TAPED

5/8" CEMENTITIOUS BACKER

BOARD ON 3 5/8" METAL

STUD FRAMING

LINE OF STRUCTURAL DECK

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

TILE FINISH AS

SCHEDULED

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

FINISH ON 5/8" CEMENTITIOUS BACKER BOARD OVER 7/8" HAT

CHANNEL. EXTEND TO 6" ABOVE FINISHED CEILING.

TYPE 10

(NON RATED)

SUFFIX

A

DETAILS

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

5/8" CEMENTITIOUS BACKER

BOARD ON 7/8" HAT CHANNEL

FLUID-APPLIED

MOISTURE BARRIER FLUID-APPLIED

MOISTURE BARRIER

TILE FINISH ON 5/8" CEMENTITIOUS BACKER BOARD ON ONE SIDE OF

3 5/8" MTL STUD AT 16" O.C. W/ 5/8" GYP. BD. & HEADWALL ASSEMBLY

ON OPP. SIDE W/ SOUND ATTENUATION BATTS. EXTEND FROM FIN.

FLR. TO DECK. (STC 45)

5/8" TYPE 'X' GYP. BD. ONE SIDE OF 3 5/8" MTL STUDS AT 16" O.C. W/

SOUND BLANKETS. TILE ON 5/8" CEMENTITIOUS BOARD ON OPP. SIDE.

EXTEND & SEAL TO DECK ABOVE. RATED SMOKE & ONE HOUR. (STC 45)

5/8" TYPE 'X' GYP. BD. ONE SIDE OF 3 5/8" MTL STUDS AT 16" O.C. W/

SOUND BLANKETS. TILE ON 5/8" CEMENTITIOUS BOARD ON OPP. SIDE.

EXTEND & SEAL TO DECK ABOVE. RATED SMOKE & ONE HOUR. (STC 45)

ROOMCORRIDOR

TILE FINISH ON 5/8"

CEMENTITIOUS BACKER

BOARD WHERE APPLICABLE

DRAWING

VA PROJECT

DATE

PROJECT TITLE

BUILDING PROJECT

CHECKED BY DRAWN BY

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

A

VA FORM

Office of Construction and Facilities Management

Dwg

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF

F U

L L

Y S

P R

IN

K

L E

R E

D

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

SHEET TITLE

ARCHITECT / ENGINEER 7 EAST RENOVATIONVERTICAL/HORIZONTAL

ASSEMBLIES

02/05/2019 JEH ZDL

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

GI-100

100% BID DOCUMENTS

635-16-101

STAIR - 1

STAIR 9

CHASE

STAIR - 5

ELEVATOR

P-4

ELEVATOR

P-5

ELEVATOR

P-6

B

B

C

C

D

D

E

E

F

F

G

G

I

I

J

J

K

K

8 8

6 6

7 7

5 5

4 4

1 1

1 1

1 1

2 2

2 2

44 4

4 4

5 7

L

L

A

A

USE EXISTING DOOR AS

CONSTRUCTION BARRIER

WALK-OFF MAT TO BE 6"

WIDER THAN DOOR, TYP.

CONSTRUCT DUST BARRIER AND

TEMP. DOOR TO DECK. DO NOT

INTERFERE WITH ADJACENT ROOM

WALK-OFF MAT TO BE 6"

WIDER THAN DOOR, TYP.

CONSTRUCT DUST BARRIER AND

TEMP. DOOR TO DECK. DO NOT

INTERFERE WITH ADJACENT ROOM

WALK-OFF MAT TO BE 6"

WIDER THAN DOOR, TYP.

REMOVE EXISTING FLOOR

COVERING STARTING HERE

REMOVE EXISTING FLOOR

COVERING IN CORRIDOR

STARTING HERE

PREPARE TELECOM AND

IT EQUIPMENT FOR

RELOCATION TO ROOM

730. RE: ELECTRICAL

USE EXISTING DOOR AS

CONSTRUCTION BARRIER

WALK-OFF MAT TO BE 6"

WIDER THAN DOOR, TYP.

PREPARE ABOVE CEILING

SLAB FOR PLUMBING

WORK, REF: PLUMBING10

FIXTURES TO REMAIN

GENERAL DEMOLITION NOTES

1. DRAWINGS TO BE TAKEN AS PART OF A

COMPLETE DOCUMENT SET. CONTRACTOR TO

CONFIRM ALL ITEMS REQUIRED TO BE

DEMOLISHED AND EXTENT OF DEMOLITION

BASED UPON THE OVERALL INTENT OF THE

ENTIRE DOCUMENT SET.

2. THE DEMOLITION DRAWINGS ARE DEEMED

SCHEMATIC. CONTRACTOR RESPONSIBLE FOR

FIELD VERIFYING EXISTING DEMOLITION WORK

PRIOR TO SUBMISSION OF PROPOSAL.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF

WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL

TIMES. ERECT BARRICADES AND WARNING

SIGNS TO DIVERT AND WARN PASSERS-BY OF

THE CONSTRUCTION WORK. PROVIDE DUST

PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES. VA TO

APPROVE BARRIER LOCATIONS; BARRIERS TO

BE CONSTRUCTED PER VA STANDARDS.

4. DURING DEMOLITION, PROVIDE PROTECTION

FOR ALL EXISTING SURFACES AND CONDITIONS

TO REMAIN IN PLACE DURING THE RENOVATION

WORK. SHOULD ANY DAMAGE OCCUR, PATCH

AND REPAIR TO MATCH EXISTING ADJACENT

FINISHES. SUBSTANTIAL DAMAGES TO BE

REPORTED TO THE VA PROJECT MANAGER.

5. ANY DAMAGE CAUSED TO THE BUILDING OR

OWNER EQUIPMENT SHALL BE REPAIRED OR

REPLACED BACK TO ITS ORIGINAL CONDITIONS

AT NO ADDITIONAL COST TO THE OWNER.

6. ALL ITEMS INDICATED WITH A DASHED LINE

SHALL BE REMOVED IN THEIR ENTIRETY

INCLUDING RELATED COMPONENTS

7. REMOVAL OF MECHANICAL, ELECTRICAL, AND

PLUMBING SHOULD BE LIMITED TO WHAT IS

NECESSARY FOR SAFE REMOVAL OF THE

INDICATED WALL OR CEILING. APPROPRIATE

LIGHT FIXTURES SHALL BE TEMPORARILY

SUSPENDED TO PROVIDE ADEQUATE LIGHTING

LEVELS FOR CONSTRUCTION.

8. CONTRACTOR TO DEMO ALL FIXTURES,

CEILINGS, MECHANICAL, PLUMBING, AND

ELECTRICAL AS REQUIRED TO COMPLETE THE

SCOPE OF WORK OUTLINED WITHIN THE

CONSTRUCTION DOCUMENTS.

9. REMOVE ALL EXISTING FLOOR MATERIALS AND

MASTIC/ ADHESIVES WITHIN THE AREA OF

WORK. PREPARE FLOOR TO ACCEPT NEW

FINISHES.

10. STAIRWELL 5 NOT IN WORK AREA.

11. HEPA FILTER PORTABLE AIR FILTRATION

MACHINES TO BE USED TO MITIGATE THE

MIGRATION OF DUST DURING CONSTRUCTION

12. REFER TO PLUMBING DEMO PLANS FOR

EXISTING PLUMBING FIXTURES FOR

REFERENCE ONLY.

13. COLUMN NUMBERS FOR REFERENCE ONLY.

14. IF THE EXECUTION OF THIS WORK REQUIRES

THE DISTURBING OF ANY SUBSTANCE WHICH

APPEARS TO BE ASBESTOS OR WHICH MAY

CONTAIN ASBESTOS FIBER, NOTIFY THE

OWNER BEFORE CONTINUING WORK AT THE

SUSPECT LOCATION. ANY MATERIAL TESTING

POSITIVE SHALL BE REMOVED BY THE OWNER

BEFORE WORK CONTINUES.

15. EXISTING CONDITIONS SHOWN WERE DERIVED

FROM OWNER FURNISHED DRAWINGS AND

FIELD OBSERVATIONS. SOME BUILDING

FEATURES AND MEP SYSTEMS ARE NOT

SHOWN FOR CLARITY. FIELD VERIFY BUILDING

CONSTRUCTION. FIELD VERIFY THE LOCATION,

SIZE AND QUANTITY OF ALL EQUIPMENT.

16. ALL EXISTING WALLS THAT ARE WITHIN THE

PROJECT SCOPE SHALL RECEIVE THE STEPS

OUTLINED IN DEMOLITION KEYNOTE #7, UNLESS

NOTED OTHERWISE, ON THE SIDE OF THE WALL

CONTAINED WITHIN THE PROJECT SCOPE.

17. DEMOLITION AND CONSTRUCTION ACTIVITIES

TO CONFORM WITH VA ICRA CLASS IV

REQUIREMENTS.

DEMO EXISTING WALL CONSTRUCTION IN ITS

ENTIRETY

DEMO & DISCARD EXISTING DOOR & FRAME 2

REMOVE EXISTING FLOORING IN ITS ENTIRETY:

CLEAN & PREPARE SURFACE FOR NEW

FLOORING PER RENOVATION PLAN

DEMOLITION KEYNOTES

DEMO CEILING, LIGHT FIXTURES, DIFFUSERS,

ELECTRICAL THROUGHOUT AREA OF WORK

DEMO EXISTING PLUMBING FIXTURES5

DEMO EXISTING CASEWORK AND MILLWORK IN

ITS ENTIRETY

REMOVE EXISTING GYP. FINISH AND PREPARE

WALL TO RECEIVE NEW SHEATHING AND FINISH.

REMOVE EXISTING FINISH AS NEEDED TO INSTALL

NEW PLUMBING AND PREPARE WALL TO RECEIVE

NEW FINISH.

REMOVE AND REUSE EXISTING PNEUMATIC TUBE

EQUIPMENT. PROVIDE ALL NECESSARY ITEMS

FOR REINTEGRATION TO EXISTING SYSTEM. RE:

PLUMBING

DEMO EXISTING ACT AND GYP. CEILING. REMOVE

AND REUSE EXISTING LIGHT FIXTURES, DIFFUSERS,

ELECTRICAL THROUGHOUT AREA OF WORK.

AREA OF WORK

OUT OF SCOPE

NORTH

F

C B

G

19D185

AREA OF WORK

DRAWING

VA PROJECT

DATE

PROJECT TITLE

BUILDING PROJECT

CHECKED BY DRAWN BY

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

A

VA FORM

Office of Construction and Facilities Management

Dwg

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF

F U

L L

Y S

P R

IN

K

L E

R E

D

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

SHEET TITLE

ARCHITECT / ENGINEER 7 EAST RENOVATIONDEMOLITION PLAN

02/05/2019 JEH ZDL

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

AD-101

100% BID DOCUMENTS

635-16-101

N

1/8" = 1'-0"

DEMO ARCHITECTURAL FLOOR PLAN

GENERAL FLOOR PLAN NOTES

1. ALL DOOR FRAMES TO BE LOCATED 2" FROM

OUTSIDE OF FRAME TO FINISH FACE OF

ADJACENT WALL UNLESS NOTED OTHERWISE.

2. REFER TO DOOR SCHEDULE & DETAILS SHEET

FOR DOOR INFORMATION.

3. REFER TO GLAZING ELEVATIONS & DETAILS

SHEET FOR WINDOW INFORMATION.

4. ALL NEW WALLS ARE DIMENSIONED TO

CENTERLINE OF METAL STUD, UNLESS NOTED

OTHERWISE.

5. ALL EXISTING WALLS DIMENSION TO FINISH

FACE, UNLESS NOTED OTHERWISE.

6. FINISH FACE OF NEW WALLS TO ALLIGN WITH

FINISH FACE OF EXISTING WALLS UNLESS

NOTED OTHERWISE.

7. FURR AROUND ALL COLUMN PROTRUSIONS AS

NEEDED UNLESS NOTED OTHERWISE.

106 SF

ANTE ROOM

714A

261 SF

PATIENT ROOM

(ISO)

273 SF

PATIENT ROOM

62 SF

PATIENT

TOILET

717R

284 SF

PATIENT ROOM

56 SF

PATIENT

TOILET

718R83 SF

PATIENT

TOILET

714R

39 SF

CLEAN SUPPLY

264 SF

PATIENT ROOM

59 SF

PATIENT

TOILET

715R

57 SF

PATIENT

TOILET

712R

301 SF

PATIENT ROOM

268 SF

PATIENT ROOM

(BARIATRIC)

71 SF

PATIENT TOILET

710R

38 SF

OXYGEN

STORAGE

50 SF

TOILET

217 SF

NOURISHMENT /

WAITING

138 SF

CONSULT

305 SF

STAFF LOUNGE

NURSE WORK

ROOM

175 SF

MED ROOM & IV

STORAGE

128 SF

STORAGE

51 SF

PATIENT

TOILET

724R

51 SF

PATIENT

TOILET

722R

263 SF

PATIENT ROOM

99 SF

CLEAN UTILITY

35 SF

CRASH CART

ALCOVE

261 SF

PATIENT ROOM

51 SF

PATIENT

TOILET

725R

51 SF

PATIENT

TOILET

723R

262 SF

PATIENT ROOM

66 SF

HAC

83 SF

SOILED UTILITY

263 SF

PATIENT ROOM

93 SF

CLEAN LINEN

AS-400

B

B

C

C

D

D

E

E

F

F

G

G

I

I

J

J

K

K

8 8

6 6

7 7

5 5

4 4

AS-400

AS-401

AS-401

AS-402

AS-403

AS-402

AS-402

AS-403

AS-403

AS-404

AS-404

AS-404

AS-404

AS-404

AS-404

AS-404

.1

720.1

R

.1

R

.1

R

.1

.1

.1

.1

721.1

718.1

717.1715.1

.1

.1

.1

.1

714A.1

712.1

710.1

714.1 718R.1

717R.1

705.1

.1

.1

.1

712R.1

715R.1

710R.1

719.1

.1

.1

731.1

.2

.1

711.1

142 SF

INFO. TECH.

STAIR 1

STAIR 5

.1

137 SF

NURSE

MANAGER

OFFICE

33 SF

ELEC. CLST

714R.1

28 SF

STORAGE

42 SF

NURSE ALCOVE

51 SF

STAFF TOILET

147 SF

NURSE STATION

CORRIDOR

L

L

.1

A

A

R

.1

AS-408

AS-408

13 AS-408

SIM.

AS-408

SIM.

AS-408

SIM.

AS-408

SIM.

AS-408

SIM.

AS-408

SIM.

AS-408

SIM.

AS-408

SIM.

AS-408

SIM.

EYE WASH

E Y

E W

A S

H

.1

.1

7 SF

STORAGE

52 SF

EXISTING

WOMEN'S

RESTROOM

AREA OF WORK

OUT OF SCOPE

NORTH

F

C B

G

19D185

AREA OF WORK

EXISTING WALLS

NEW WALLS

AREA OF NO WORK

FLOOR PLAN LEGEND

.1

DOOR AND DOOR NUMBER

DRAWING

VA PROJECT

DATE

PROJECT TITLE

BUILDING PROJECT

CHECKED BY DRAWN BY

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

A

VA FORM

Office of Construction and Facilities Management

Dwg

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF

F U

L L

Y S

P R

IN

K

L E

R E

D

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

SHEET TITLE

ARCHITECT / ENGINEER 7 EAST RENOVATIONARCHITECTURAL FLOOR PLAN

02/05/2019 JEH ZDL

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

AS-101

100% BID DOCUMENTS

635-16-101

N

1/8" = 1'-0"

FLOOR PLAN - ARCHITECTURAL

UP 106 SF

ANTE ROOM

714A

261 SF

PATIENT ROOM

(ISO)

273 SF

PATIENT ROOM

62 SF

PATIENT

TOILET

717R

284 SF

PATIENT ROOM

56 SF

PATIENT

TOILET

718R

83 SF

PATIENT

TOILET

714R

39 SF

CLEAN SUPPLY

264 SF

PATIENT ROOM

59 SF

PATIENT

TOILET

715R

57 SF

PATIENT

TOILET

712R

301 SF

PATIENT ROOM

268 SF

PATIENT ROOM

(BARIATRIC)

71071 SF

PATIENT

TOILET

710R

38 SF

OXYGEN

STORAGE

50 SF

TOILET

217 SF

NOURISHMENT /

WAITING

138 SF

CONSULT

305 SF

STAFF LOUNGE

NURSE WORK

ROOM

175 SF

MED ROOM & IV

STORAGE

128 SF

STORAGE

51 SF

PATIENT

TOILET

724R

51 SF

PATIENT

TOILET

722R

263 SF

PATIENT ROOM

99 SF

CLEAN UTILITY

35 SF

CRASH CART

ALCOVE

261 SF

PATIENT ROOM

51 SF

PATIENT

TOILET

725R

51 SF

PATIENT

TOILET

723R

262 SF

PATIENT ROOM

66 SF

HAC

83 SF

SOILED UTILITY

263 SF

PATIENT ROOM

93 SF

CLEAN LINEN

B

B

C

C

D

D

E

E

F

F

G

G

I

I

J

J

K

K

8 8

6 6

7 7

5 5

4 4

F .V

/2

F .V

F.V.

9' - 7" 11' - 6"

/2

F .V

/2

1' - 4" F.V.

7' - 0" 11 1/2"

1' - 4" 6' - 9 1/2" 11' - 4 1/2" 9' - 8" 10' - 10" 8' - 8"

F.V.

18' - 10 1/2"

8' - 0"

F.V.

18' - 2 1/2"

F .V

F .V

F.V.

13' - 9"

F.V.

13' - 8"

6' - 6" 6' - 5 1/2" 10 1/2" 6' - 4 1/2"

8' - 9" 1' - 9 1/2"

/2

F .V

F .V

CLEAR

8' - 0" MIN.

7' - 11"

142 SF

INFO. TECH.

8A

8B

4A

4A

8A

4C

8A

4C

4C

3A

4A

4A

6A

6A

3A

STAIR 1

STAIR 5

6A6A6A

3A

6A

137 SF

NURSE

MANAGER

OFFICE

4A

4A

6A

L

L

147 SF

NURSE STATION

51 SF

STAFF TOILET

4C

4C

8A

6A

9A

9A

4A 6A

.1

.1

R

.1

.1

R

.1

R

.1

.1

.1

721.1

720.1

719.1

711.1

712.1

712R.1

715R.1

715.1

717R.1

717.1

718.1

718R.1

714R.1

714.1

714A.1 7

.1

.1

710.1

710R.1

.1

.1

.1

705.1

731.1

.1

.1

.1

.1

.1

.2

8A

9A

8B

4A 1A9A

6A6A

9A

9A

9A

6A

6A

4C

4C

8B

9A

9A

6A

6A

4A

4C

3A

4A

8B

4C

8A

6A6A6A6A

10A

8B 4A

8A

8A8B8A

9A

9A

1A

6A6A

4A6A

4C

4C 4C

4A

2A

2A

1A

4C

4C

4C

1A

6A

4C

4A

9A

3C

1B

9A 9A

1A

1A

1B

4C 6A

1A

4A

1B

3E3E

4C

4A

9A

9A8B 6A

4C

1B

R

.1

1A 1A 1A 6A

1A

8A

8A

10A

10A

4A3A

6' - 5 1/2"

2A

F .V

/2

" 7

F .V

/2

F .V

/2

9' - 1"

9' - 3"

F.V.

1' - 5 1/2"

17' - 9" 9' - 4" 22' - 1 1/2" 7' - 1" 10' - 2"

8' - 2"

F.V.

12' - 8 1/2"

ALIGN NEW W/ EXIST.

ADJ. WALL TYP.

10' - 2" 5' - 11"

3E

3E

.1 3E

/2

7B 7B

6A

6A6A

6A

6A

7C 7C

7D

7B

7B

7B

7B

1B 1A

1B

1D 1A

F .V

/2

3E 3E 3E

3E

A

A

1A

1B1B

1B

1C 1C

4C 4C

6A

6A6A10A

28 SF

STORAGE

1A 1B

4A

3E3C 3C

4A

9A

1B

7C

4C

4A

6A

1B 6A

1B

1A

1A

3A

8A

6A

1B

1B 4C

6A6A

4A

4A

2A

1B

6A6A

1B1A

4A

4A3C

1A 1B1B

.0

42 SF

NURSE ALCOVE

33 SF

ELEC. CLST

156 SF

CORRIDOR

979 SF

CORRIDOR

611 SF

CORRIDOR

1A

1A

3C

6A

6A6A

6A

6A6A

7' - 8"

4C

4C4C

7 SF

STORAGE

6A

6A

2' - 8 1/2" 5' - 5"

/2

/2 "1

/2

1B

4C

6A

4C

6A

/2

1' - 8 1/2"

10A6A

2' - 1" 11"

/2

6A

6A

.1

6A

5B

5B

5B

5B

.1

10 1/2"

/2

REF: AS-408 FOR WARDROBE

DIMENSIONS TYP.

7B

F .V

3E3E

3E

4A

6A

REF: 8/AS-404

C L E

A R

M

IN

52 SF

EXISTING

WOMEN'S

RESTROOM

AREA OF WORK

OUT OF SCOPE

NORTH

F

C B

G

19D185

AREA OF WORK

GENERAL FLOOR PLAN NOTES

1. ALL DOOR FRAMES TO BE LOCATED 2" FROM

OUTSIDE OF FRAME TO FINISH FACE OF

ADJACENT WALL UNLESS NOTED OTHERWISE.

2. REFER TO DOOR SCHEDULE & DETAILS SHEET

FOR DOOR INFORMATION.

3. REFER TO GLAZING ELEVATIONS & DETAILS

SHEET FOR WINDOW INFORMATION.

4. ALL NEW WALLS ARE DIMENSIONED TO

CENTERLINE OF METAL STUD, UNLESS NOTED

OTHERWISE.

5. ALL EXISTING WALLS DIMENSION TO FINISH

FACE, UNLESS NOTED OTHERWISE.

6. FURR AROUND ALL COLUMN PROTRUSIONS AS

NEEDED UNLESS NOTED OTHERWISE.

7. ALL WALLS ARE TYPE 1A PARTITIONS UNLESS

OTHERWISE NOTED. REFER TO PARTITION

TYPE SHEET FOR WALL TYPES.

EXISTING WALLS

NEW WALLS

AREA OF NO WORK

DIMENSION PLAN LEGEND

WALL TAG; REFERENCE SHEET GI-100

FOR WALL TYPES

.1

DOOR AND DOOR NUMBER

1A

DRAWING

VA PROJECT

DATE

PROJECT TITLE

BUILDING PROJECT

CHECKED BY DRAWN BY

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

A

VA FORM

Office of Construction and Facilities Management

Dwg

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF

F U

L L

Y S

P R

IN

K

L E

R E

D

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

SHEET TITLE

ARCHITECT / ENGINEER 7 EAST RENOVATIONDIMENSION FLOOR PLAN

02/05/2019 JEH ZDL

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

AS-102

100% BID DOCUMENTS

635-16-101

N

1/8" = 1'-0"

FLOOR PLAN - DIMENSION PLAN

EXIT LIGHT

2' x 2' ACT CEILING

GYP. BD. CEILING

2 x 2 LIGHT FIXTURE

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

CEILING HEIGHT, A.F.F.

8" DIAMETER RECESSED CAN LIGHT

PATIENT LIFT TRACK

REF. MEDICAL EQUIPMENT

SUSPENDED LIGHT FIXTURE

REF. ELECTRICAL

RCP LEGEND

8'-0"

CURTAIN TRACK

2 x 4 LIGHT FIXTURE

OVERBED LIGHT, 6'-6" A.F.F.

VARIES, REF. RCP

CEILING TILE AND

GRID AS SCHEDULED

CEILING TILE AND

GRID AS SCHEDULED

BRACE TO

STRUCTURE

METAL STUD

FRAMING

EXTEND

GYPSUM

WALLBOARD

6" ABOVE

CEILING TILE

PAINTED GYPSUM WALLBOARD

V A

R

IE

S

V A

R

IE

S

DIMENSION VARIES,

REFERENCE RCP

DIMENSION VARIES,

REFERENCE RCP

CEILING TILE AND

GRID AS

SCHEDULED

METAL STUD FRAMING

EXTEND GYPSUM WALLBOARD 6"

ABOVE CEILING TILE

PAINTED GYPSUM WALLBOARD

BRACING AS

REQUIRED

V A

R

IE

S

GENERAL RCP NOTES

1. ALL CEILINGS 8'-0" UNLESS NOTED OTHERWISE

2. PATIENT LIFTS TO HAVE 1,100 BARIATRIC CAPACITY.

3. PROVIDE CEILING CLIPS IN ISOLATION ROOM AND ANTE

ROOM.

4. REFER TO FIRE PROTECTION PLAN FOR SPRINKLER

HEAD LOCATIONS IN WORK AREA.

ANTE ROOM

714A

PATIENT

ROOM

(ISO)

PATIENT

ROOM

PATIENT

TOILET

717R

PATIENT

ROOM

PATIENT

TOILET

718R

PATIENT

TOILET

714R

CLEAN

SUPPLY

PATIENT

ROOM

PATIENT

TOILET

715R

PATIENT

TOILET

712R

PATIENT

ROOM

PATIENT ROOM

(BARIATRIC)

PATIENT

TOILET

710R

OXYGEN

STORAGE

TOILET

NOURISHMENT /

WAITING

CONSULT

STAFF LOUNGE

NURSE WORK

ROOM

MED ROOM & IV

STORAGE

STORAGE

PATIENT

TOILET

724R

PATIENT

TOILET

722R

PATIENT

ROOM

CLEAN

UTILITY

CRASH CART

ALCOVE

PATIENT

ROOM

PATIENT

TOILET

725R

PATIENT

TOILET

723R

PATIENT

ROOM

HAC

SOILED UTILITY

PATIENT

ROOM

B

B

C

C

D

D

E

E

F

F

G

G

I

I

J

J

K

K

8 8

6 6

7 7

5 5

4 4

AS-400

AS-400

AS-401

AS-401

AS-403

AS-402

AS-402

AS-402

AS-403

AS-403

CLEAN

LINEN

AS-103

AS-103

AS-103

INFO. TECH.

STAFF

TOILET

7' - 10"

7' - 10"

L

L

NURSE

STATION

NURSE MANAGER

OFFICE

A

A

OPEN TO STRUCTURE

7' - 10"

7' - 10"

7' - 10"

3' - 4" 3' - 4"

E Q

E Q

AS-404

AS-404

7' - 10"

1' - 0" CORRIDOR

CORRIDOR

REPLACE AND REPAIR ANY

DAMAGED TILES OR LIGHTS

DUE TO CONSTRUCTION. TIE

BACK IN TO EXISTING GRID

AS REQUIRED.

ALIGN GRID WITH EXISTING

52 SF

EXISTING

WOMEN'S

RESTROOM

AREA OF WORK

OUT OF SCOPE

NORTH

F

C B

G

19D185

AREA OF WORK

ADJACENT CEILING TO REMAIN1

RCP KEYNOTES

PAINT CEILING TO MATCH EXISTING2

CEILING AS SCHEDULED

TRAVERSE RAIL

FIXED RECESSED RAIL

NOTE: COORDINATE PATIENT LIFT

RAILS WITH ALL CEILING MOUNTED

FIXTURES AND SPRINKLER SYSTEM

DRAWING

VA PROJECT

DATE

PROJECT TITLE

BUILDING PROJECT

CHECKED BY DRAWN BY

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

A

VA FORM

Office of Construction and Facilities Management

Dwg

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF

F U

L L

Y S

P R

IN

K

L E

R E

D

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

SHEET TITLE

ARCHITECT / ENGINEER 7 EAST RENOVATIONREFLECTED CEILING PLAN

02/05/2019 JEH JET

921 N.E. 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

AS-103

100% BID DOCUMENTS

635-16-101

1 1/2" = 1'-0"

CEILING DETAIL - TYPICAL CORRIDOR BULKHEAD

1 1/2" = 1'-0"

CEILING DETAIL - TYPICAL FURRDOWN

N

1/8" = 1'-0"

REFLECTED CEILING PLAN

1 1/2" = 1'-0"

CEILING DETAIL - TYPICAL PATIENT LIFT TRACK

UPUP

CLEAN

UTILITY

CLEAN

LINEN

HAC

ANTE ROOM

714A

PATIENT

ROOM

(ISO)

PATIENT

TOILET

714R

CLEAN SUPPLY

PATIENT

ROOM

PATIENT

ROOM

PATIENT ROOM

(BARIATRIC)

PATIENT

TOILET

710R

OXYGEN

STORAGE

TOILET

NOURISHMENT /

WAITING

CONSULT

STAFF LOUNGE

NURSE WORK

ROOM

MED ROOM & IV

STORAGE

PATIENT

TOILET

724R

PATIENT

TOILET

722R

PATIENT

ROOM

CRASH

CART

ALCOVE

PATIENT

ROOM

PATIENT

TOILET

725R

PATIENT

TOILET

723R

PATIENT

ROOM

SOILED UTILITY

PATIENT

ROOM

INFO. TECH.

NURSE

STATION

NURSE

MANAGER

OFFICE

STAFF TOILET

BID OPTION 1

(1,192 SF)

F.V.

38' - 4 1/2"

.1

710.1

710R.1

.1

.1

.1

705.1

.1

.1

.1