ATTACHMENT 3 - Architectural.pdf

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SPS EXPANSION

PROJECT NUMBER 635-3411

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGS

FARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE

TO REVIEW ENTIRE SET OF DOCUMENTS.

ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THE

PRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941 rchitects, P.C.

Elkhorn, L 3705 orthN

A

68022 treet

Nebraska

H 200th S

. INZ

L. Hinz Architects is

These plans are specifically designed for construction and are intended for no by Calvin L. Hinz Architects written consent of Calvin in part or whole without for use of this document other purposes. Permission prohibited.

Calvin L. Hinz Architects P.C.C 2020

CLH

VAMC Oklahoma City, OK

SPS EXPANSION

Office of

Construction and Facilities Management

1 2 3 4 5 6 87 9

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B

C

D

E

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97 8654321

VA FORM 08-6231

on e q ua rt er in ch o ne fo ot th re e ei g ht hs in ch o ne fo ot on e h al f in ch o ne fo ot th re e q ua rt er s in ch o ne fo ot on e in ch on e fo ot on e a nd on e h al f in ch es on e fo ot th re e in ch es o ne fo ot

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B on e ei gh th in ch on e fo ot ARCHITECT/ENGINEERS:

Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

1.

2.

635-3411

F

Shaffer & Stevens

JJG

Department of Veterans Affairs

GI001

COVER SHEET

JULY 10, 2020 1

JULY 10, 2020

OKLAHOMA CITY

VETERANS AFFAIRS

HEALTH CARE SYSTEM

OKLAHOMA CITY, OKLAHOMA

jgraham Arch Seal - Nebraska - Rich jgraham Arch Seal - Nebraska - Rich

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGS

FARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE

TO REVIEW ENTIRE SET OF DOCUMENTS.

ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THE

PRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941 rchitects, P.C.

Elkhorn, L 3705 orthN

A

68022 treet

Nebraska

H 200th S

. INZ

L. Hinz Architects is

These plans are specifically designed for construction and are intended for no by Calvin L. Hinz Architects written consent of Calvin in part or whole without for use of this document other purposes. Permission prohibited.

Calvin L. Hinz Architects P.C.C 2020

CLH

VAMC Oklahoma City, OK

SPS EXPANSION

Office of

Construction and Facilities Management

1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321

VA FORM 08-6231

on e q ua rt er in ch o ne fo ot th re e ei g ht hs in ch o ne fo ot on e h al f in ch o ne fo ot th re e q ua rt er s in ch o ne fo ot on e in ch on e fo ot on e a nd on e h al f in ch es on e fo ot th re e in ch es o ne fo ot

F

E

D

C

A

B on e ei gh th in ch on e fo ot ARCHITECT/ENGINEERS:

Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

1.

2.

635-3411

F

Shaffer & Stevens

JJG

Department of Veterans Affairs

GI002

INDEX SHEET

JULY 10, 2020

STRUCTURAL SHEET INDEX

SHEET

NUMBER SHEET NAME

SS-101 6TH & 7TH FLOOR FRAMING PLAN

SS-102 8TH FLOOR FRAMING PLAN

SS-103 PENTHOUSE & MACHINE ROOM FRAMING PLANS

SS-104 ROOF FRAMING PLAN

SS-105 DETAILS

SS-106 DETAILS

SS-107 GENERAL NOTES AND DETAILS

PLUMBING SHEET INDEX

SHEET

NUMBER SHEET NAME

MG101 MECHANICAL SYMBOLS LEGEND AND GENERAL NOTES

ELECTRICAL SHEET INDEX

SHEET

NUMBER SHEET NAME

EG101 GENERAL ELECTRICAL NOTES & SYMBOLS LEGEND

ED101 SIXTH FLOOR ELECTRICAL DEMOLITION PLAN

ED102 SEVENTH FLOOR ELECTRICAL DEMOLITION PLAN

EL101 SIXTH FLOOR LIGHTING PLAN

EL102 SEVENTH & EIGHT LIGHTING PLAN

EP100 BASEMENT POWER PLAN

EP101 SIXTH FLOOR POWER PLAN

EP102 SEVENTH & EIGHTH FLOOR POWER PLANS

EY101 SIXTH FLOOR SPECIAL SYSTEMS PLAN

EY102 SEVENTH & EIGHTH FLOOR SPECIAL SYSTEMS PLANS

E-501 ELECTRICAL DETAILS

E-601 POWER RISER DIAGRAMS AND SCHEDULES

E-602 ELECTRICAL SCHEDULES AND DETAILS

FIRE PROTECTION SHEET INDEX

SHEET

NUMBER SHEET NAME

FG101 FIRE SUPPRESSION SYMBOLS, LEGEND, SCHEDULE AND GENERAL

NOTES

FD101 SIXTH FLOOR FIRE PROTECTION DEMOLITION PLAN

FD102 SEVENTH FLOOR FIRE PROTECTION DEMOLITION PLAN

FD103 EIGHTH FLOOR FIRE PROTECTION DEMOLITION PLAN

FX101 SIXTH FLOOR FIRE PROTECTION PLAN

FX102 SEVENTH & EIGHTH FLOOR FIRE PROTECTION PLANS

GENERAL SHEET INDEX

SHEET

NUMBER SHEET NAME

GI001 COVER SHEET

GI002 INDEX SHEET

GI003 GENERAL NOTES

GI004 LIFE SAFETY PLAN-SIXTH FLOOR

GI005 LIFE SAFETY PLAN-SEVENTH & PENTHOUSE FLOOR

GI006 LIFE SAFETY PLAN - EIGHTH FLOOR

ARCHITECTURAL SHEET LIST

SHEET

NUMBER SHEET NAME

AD101 ARCHITECTURAL FLOOR PLAN SIXTH FLOOR DEMOLITION

AD102 ARCHITECTURAL FLOOR PLAN SEVENTH FLOOR DEMOLITION

AD103 ARCHITECTURAL FLOOR PLAN EIGHT FLOOR DEMOLITION

AD104 REFLECTED CEILING PLAN - SIXTH FLOOR DEMOLITION

PD101 SIXTH FLOOR PLUMBING DEMOLITION PLAN

PD102 SEVENTH FLOOR PLUMBING DEMOLITION PLAN

PD103 EIGHTH FLOOR PLUMBING DEMOLITION PLAN

PL101 SIXTH FLOOR PLUMBING PLAN

PL102 SEVENTH FLOOR PLUMBING PLAN

PL103 EIGHTH FLOOR PLUMBING PLAN

P-401 PARTIAL PLUMBING PLANS

P-501 PLUMBING DETAILS & SCHEDULES

P-601 PLUMBING RISER DIAGRAMS

MECHANICAL SHEET INDEX

SHEET

NUMBER SHEET NAME

MD101 SIXTH FLOOR HVAC DEMOLITION PLAN

MD102 SEVENTH FLOOR HVAC DEMOLITION PLAN

MD103 EIGHTH FLOOR HVAC DEMOLITION PLAN

MD104 SIXTH FLOOR PLAN HVAC PIPING DEMOLITION PLAN

MH101 SIXTH FLOOR HVAC PLAN

MH102 SEVENTH FLOOR HVAC PLAN

MH103 EIGHTH FLOOR HVAC PLAN

MH104 ROOF MECHANICAL PLAN

MP101 SIXTH FLOOR HVAC PIPING PLAN

MP102 EIGHTH FLOOR HVAC PIPING PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL CONTROL DIAGRAMS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

AS101 ARCHITECTURAL FLOOR PLAN - SIXTH FLOOR

AS102 ARCHITECTURAL FLOOR PLAN - SEVENTH FLOOR

AS103 ARCHITECTURAL FLOOR PLAN - EIGHTH FLOOR

AS104 PENTHOUSE AND MACHINE ROOM PLAN

AS105 ROOF PLAN

AS106 FINISHED FLOORING PLAN - SIXTH FLOOR

AS107 FINISHED FLOORING PLAN - EIGHTH FLOOR

AS108 SIXTH FLOOR SPS-AREA A

AS109 SIXTH FLOOR SPS - AREA B

AS110 EIGHTH FLOOR - AREA A & B

AS201 EXTERIOR ELEVATIONS

AS202 EXTERIOR ELEVATIONS

AS301 BUILDING SECTIONS

AS302 ELEVATOR SECTION

AS303 STAIR 7 SECTIONS

AS304 STAIR 14 SECTIONS

AS401 WALL SECTIONS

AS402 WALL SECTIONS

AS403 WALL SECTIONS

AS404 WALL SECTIONS

AS405 WALL SECTIONS

AS500 WALL TYPES

AS501 WALL AND PLAN DETAILS

AS502 WALL DETAILS

AS503 WALL DETAILS

AS601 ROOM FINISH SCHEDULE

AS701 DOOR SCHEDULE

AS702 DOOR AND WINDOW TYPES

AS703 DOOR DETAILS

AS704 WINDOW DETAILS

AS800 FIFTH FLOOR REFLECTED CEILING PLAN

AS801 SIXTH FLOOR - REFLECTED CEILING PLAN

AS802 SEVENTH FLOOR- REFLECTED CEILING PLAN

AS803 EIGHTH FLOOR-REFLECTED CEILING PLAN

AS901 INTERIOR ELEVATIONS

AS902 INTERIOR ELEVATIONS

AS903 INTERIOR ELEVATIONS

AS904 INTERIOR ELEVATIONS

AS905 INTERIOR ELEVATIONS

AS906 CASEWORK & MISC. DETAILS

INDEX OF SHEETS

PROJECT NO. : 635-3411

PROJECT NAME: SPS EXPANSION

OKLAHOMA VA MEDICAL CENTER

921 NE. 13TH STREET - OKLAHOMA CITY, OK

Calculations (20 female FTE and 30 male FTE per shift):

1 30 male lockers & 20 female lockers (minimum requested by VA)

2 1 shift = 50 FTEs (full time employees)

3 Per shift: 30 male FTEs & 20 female FTEs

Fixture Required Provided Reference

Water Closet- Female 1 for first 13, then 1 per 5 3 3 VASPC 286.5.G.3

Water Closet- Male 1 for first 13, then 1 per 5 4 (no urinals), 3 (1 urinals) 2

Urinal- Male 50% of WCs after 2 WCs up to 2 1 VASPC 410.5.C,t1/ IPC 419.2

Sink- Female 1 per 15 2 2 VASPC 410.5.C,table1

Sink- Male 1 per 20 2 2 VASPC 410.5.C,table1

Shower- Female 1 per 40 1 1 VASPC 410.5.C,table1

Shower- Male 1 per 40 1 1 VASPC 410.5.C,table1

Calculations (45 female FTE and 45 male FTE per shift):

1 90 male lockers & 98 female lockers

2 2 shifts = 180 FTEs (full time employees)

3 Per shift: 45 male FTEs & 45 female FTEs

Fixture Required Provided Reference

Water Closet- Female 1 for first 15, then 1 per 5 7 7 VASPC 286.5.G.3

Water Closet- Male 1 for first 15, then 1 per 5 7 (no urinals), 5 (2 urinals) 5 VASPC 286.5.G.3

Urinal- Male 50% of WCs after 2 WCs up to 2 2 VASPC 410.5.C,t1/ IPC 419.2

Sink- Female 1 per 15 3 4 VASPC 410.5.C,table1

Sink- Male 1 per 20 3 3 VASPC 410.5.C,table1

Shower- Female 1 per 40 2 2 VASPC 410.5.C,table1

Shower- Male 1 per 40 2 2 VASPC 410.5.C,table1

MATERIAL SYMBOLS

EARTH

CAST-IN-PLACE CONCRETE

CONCRETE MASONRY

STEEL

CONTINUOUS WOOD FRAMING

WOOD BLOCKING

FIBROUS INSULATION

GYPSUM BOARD

BRICK MASONRY

RIGID INSULATION

ROOF INSULATION

M D

C

F

B

A

E

BUILDING LOCATION MAP

INDICATES BUILDING F IN HOSPITAL

COMPLEX WHERE PROJECT OCCURS

6TH FLOOR - SPS LOCKER PLUMBING FIXTURE COUNTS

8TH FLOOR - LOCKER PLUMBING FIXTURE COUNTS

1. THE CONTRACTOR SHALL INSPECT THE SITE, STUDY EXISTING CONDITIONS, REVIEW DRAWINGS AND SPECIFICATIONS.

CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE THE GOVT..

2. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR THE WORK AND BE RESPONSIBLE FOR SAME. COORDINATE THE WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED AND MAKE ANY NECESSARY OFFSETS TO CONCEAL PIPING AND DUCTWORK AND TO CLEAR EQUIPMENT, STRUCTURAL MEMBERS AND OTHER OBSTRUCTIONS.

3. ALL UTILITIES AND SERVICES SHALL BE KEPT IN CONTINUOUS OPERATION UNLESS WRITTEN PERMISSION IS OTHERWISE GRANTED

BY THE THE GOVT.. CONTRACTOR MUST CONTACT VA'S COR PRIOR TO ANY SHUTDOWNS.

4. TEMPORARY ALTERATIONS AND CONNECTIONS REQUIRED BY THIS CONTRACT SHALL BE MADE SO THAT ALL BUILDING SERVICES ARE MAINTAINED WITH MINIMUM INTERRUPTION. SCHEDULE ALL ELECTRICAL/MECHANICAL OUTAGES 14 DAYS IN ADVANCE WITH

THE THE GOVT..

5. PROTECT ALL WORK, MATERIALS AND EQUIPMENT DESIGNATED TO REMAIN. CAP OR PLUG TEMPORARY OPENINGS. DELIVER ALL

WORK TO THE THE GOVT. IN CLEAN AND IN GOOD CONDITION.

6. WHEN DEMOLITION IS COMPLETE, NOTIFY ARCHITECT AND THE GOVT. FOR A SCHEDULED MEETING TO REVIEW EXISTING CONDITIONS

AND ANY CONCERNS REGARDING NEW WORK.

7. CUTTING AND PATCHING OF EXISTING WALLS, FLOORS OR CEILINGS REQUIRED BY NEW WORK SHALL BE INCLUDED AS WORK

PROVIDED UNDER THIS CONTRACT.

8. CUTTING SHALL BE DONE WITH CARE SO AS NOT TO DAMAGE EXISTING EQUIPMENT, CONNECTIONS, CONTROLS, ETC.

9. DAMAGE CAUSED BY SUCH CUTTING SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION BY CONTRACTOR AT NO COST TO THE THE GOVT., UNLESS UNFORESEEN EXISTING CONDITIONS ARE DISCOVERED AND THE GOVT./ARCHITECT ARE NOTIFIED.

10. ALL OCCUPIED WORK AREAS, BUILDING CORRIDORS AND EXTERIOR AREAS SHALL BE KEPT CLEAR OF DEBRIS.

11. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF THE BEST QUALITY AND FREE FROM DEFECTS.

12. MANUFACTURER AND MODEL NUMBERS SPECIFIED ESTABLISH THE TYPE AND QUALITY REQUIRED, UNLESS OTHERWISE NOTED.

13. ALL WORK SHALL COMPLY WITH APPLICABLE REGULATIONS, CODES AND ORDINANCES.

14. THE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS NECESSARY TO DEMONSTRATE A COMPLETE AND

SATISFACTORY INSTALLATION.

15. ALL EXPOSED PENETRATIONS MADE THROUGH EXISTING ROOFS, FLOORS, AND WALLS SHALL BE PATCHED WITH LIKE MATERIALS TO MATCH THE SURROUNDING AREAS, AND FILLED AS CLOSE AS POSSIBLE TO THE NEW PIPING OR DUCTWORK.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING ANY DAMAGE TO EXISTING MATERIALS RESULTING FROM WORK UNDER THIS CONTRACT AND SHALL RESTORE SUCH TO ITS ORIGINAL CONDITION OR BETTER WITH NEW MATERIALS TO MATCH

17. INSTALL THE SPECIFIED FIRE STOPPING(SLEEVES,WRAP,CONDUIT,ETC.)AT RATED CONSTRUCTION(NEW OR EXISTING) OR SMOKE PARTITIONS:

A.

C.

E.

18. ALL METAL STUD AND GYPSUM WALLBOARD PARTITIONS ARE DIMENSIONED TO THE OUTSIDE FINISH FACE OF WALL AND TO THE COLUMN

GRID UNLESS OTHERWISE NOTED.

19. ALL GYPSUM BOARD SHALL BE TYPE 'X' FIRE CODE GYPSUM BOARD AND SHALL BE MOLD AND MOISTURE RESISTANT.

20. PROVIDE WOOD BLOCKING OR 16 GA. SHEET METAL BACKING PLATES IN ALL WALLS TO RECEIVE WALL HUNG ACCESSORIES, SUCH AS EQUIPMENT, GRAB BARS, MILLWORK, COAT HOOKS, AND DOOR STOPS, ETC. IF WOOD BLOCKING IS USED, PROVIDE

AS FIRE-RESISTANT.

21. ALL ITEMS AND DEVICES, SUCH AS COVER PLATES, SWITCH PLATES, CONVENIENCE OUTLETS, DOOR STOPS, AND OTHER FINISH HARDWARE, ETC. SHALL BE REMOVED AND REINSTALLED AS PART OF THE REFINISHING OF EXISTING WALLS INDICATED TO REMAIN.

22. THE CONTRACTOR SHALL WORK WITH THE CONDITIONS AS THEY EXIST AT THE SITE. ALL ABOVE CEILING CONDITIONS SHALL BE REVIEWED, AND MODIFICATIONS IDENTIFIED, COORDINATED, AND INCORPORATED INTO THE SHOP DRAWING PROCESS. COORDINATE ALL ABOVE CEILING WORK TO ENSURE A COMPLETE AND OPERATIONAL SYSTEM AT NO ADDITIONAL COST TO THE THE GOVT..

COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:

A. THE THE GOVT.'S EQUIPMENT REQUIREMENTS.

B. THE CEILING SUPPORT SYSTEM.

C. THE MECHANICAL DUCTWORK SYSTEM.

D. THE LIGHTING FIXTURES.

E. ELECTRICAL WIRING AND CONDUIT SYSTEMS.

F. THE PLUMBING AND PIPING SYSTEMS.

G. FIRE PROTECTION SYSTEMS

23. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE TO REVIEW ENTIRE SET OF DOCUMENTS.

24. ALL NEW STUD WALLS AND GYPSUM BOARD SHALL EXTEND TO STRUCTURE UNLESS NOTED OTHERWISE.

25. WHEN ALTERING THE BUILDING, IF STRUCTURAL INTEGRITY APPEARS TO BE IN QUESTION CONTRACTOR SHALL NOTIFY THE GOVT.

AND ARCHITECT IMMEDIATELY.

26. ALL NEW CONSTRUCTION IS INDICATED BOLD OR FULL TONE.

27. WHEN WALL PARTITIONS OF DIFFERENT FIRE RATING INTERSECT, THE HIGHEST RATED PARTITION TAKES PRECEDENT. MAINTAIN

RATING BEHIND RECESSED AREAS IN WALLS.

28. ALL CORRIDOR WALLS ARE REQUIRED TO BE SMOKE TIGHT, WHETHER THEY ARE FIRE RATED OR NOT. REPAIR AND EXTEND AT LEAST THE CORRIDOR SIDE OF NON-RATED CORRIDOR WALLS TO STRUCTURE, UNLESS NOTED OTHERWISE, SEE WALL TYPES.

29. COORDINATE CONSTRUCTION REQUIREMENTS WITH STRUCTURAL, MECHANICAL, FIRE PROTECTION, PLUMBING AND ELECTRICAL DRAWINGS.

CODES / REGULATIONS LATEST EDITION;

1. VETERANS AFFAIRS DESIGN AND CONSTRUCTION PROCEDURES

2. VETERANS AFFAIRS MASTER CONSTRUCTION SPECIFICATION

3. VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE

4. VETERANS AFFAIRS ROOM FINISHES, DOOR AND HARDWARE SCHEDULE

5. OSHA STANDARDS

6. INTERNATIONAL BUILDING CODE 2018

7. VA SEISMIC REQUIREMENTS

8. NATIONAL ELECTRICAL CODE

9. NFPA CODES WITH THE EXCEPTION OF NFPA 5000

10. NATIONAL STANDARD PLUMBING CODE

11. UNIFORM FEDERAL ACCESSIBILITY STANDARDS

12. FEDERAL REGULATIONS PARTS 434 AND 435

13. THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS AS STATED IN THE GENERAL

REQUIREMENTS SECTION 01 00 00 OF THE VA MASTER SPECIFICATIONS

BUILDING CLASSIFICATION:

THE FOLLOWING INFORMATION IS BASED ON INFORMATION OBTAINED FROM THE ORIGINAL

BUILDING DESIGN. THE SCOPE OF WORK BEING PERFORMED UNDER THIS CONTRACT HAS

BEEN NOTED ACCORDINGLY WITHIN THE DOCUMENTS.

1. OCCUPANCY: I-2 HOSPITAL NFPA 18-1.1.1.3 & IBC 308.4

2. OCCUPANCY: B BUSINESS-6TH SPS & 8TH FLOOR ADD-BUILDING F IBC 304.1

3. THE DESIGN IS BASED ON NON SEPARATED MIXED USE BUSINESS AND HEALTH CARE OCCUPANCY LSC 6.1.14.2.2

4. THE OTHER OCCUPANCY CLASSIFICATIONS NOTED ON THE LIFE SAFETY DRAWINGS ARE

FOR INFORMATION ONLY AS BASED ON THE ORIGINAL BUILDING DESIGN.

5. ORIGINAL SEVEN STORY CONSTRUCTION NFPA 18.1.6.1

6. TYPE OF CONSTRUCTION: 1A NON-COMBUSTIBLE IBC

7. ALLOWABLE HEIGHT: UNLIMITED STORY IBC TABLE 503

8. ALLOWABLE AREA: UNLIMITED IBC TABLE 503

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

1. STRUCTURAL FRAME: STEEL / 3-HR / IBC TABLE 601(REDUCED TO 2-HR AT ROOF ONLY SUPPORT)

2. BEARING WALLS EXTERIOR: MASONRY / 3-HR / IBC TABLE 601

3. BEARING WALLS INTERIOR: MASONRY / 3-HR / IBC TABLE 601

4. NON-BEARING WALLS EXTERIOR: MASONRY / 0-HR GREATER THAN 30' SEPARATION,

1-HR LESS THAN 30' SEPARATION

5. NON-BEARING WALLS INTERIOR: 0 HR

6. FLOOR CONSTRUCTION: CONCRETE / 2-HR / IBC TABLE 601

7. ROOF CONSTRUCTION: STEEL / 1 1/2-HR / IBC TABLE 601

8. CORRIDORS: SMOKE PARTITIONS / NFPA 18.3.6.2 & IBC 407.3

9. SMOKE BARRIERS: 1-HR / NFPA 18.3.7.1 & IBC 407.4, 709

10. SHAFT ENCLOSURE: 2-HR / NFPA 18.3.1 & IBC 707.4, 1005.3.2

OCCUPANT LOAD FACTORS:

THE FOLLOWING INFORMATION IS BASED ON NFPA TABLE 7.3.1.2 & IBC 1003.2.2.2

1.

2.

3. STORAGE: 300 SF / OCC GROSS

MECHANICAL EQUIPMENT: 300 SF / OCC GROSS

BUSINESS AREAS: 100 SF / OCC GROSS

SMOKE COMPARTMENTS:EXISTING

BASED ON NFPA 18.3.7

GENERAL ARCHITECTURAL NOTES: APPLICABLE CODES & DESIGN STANDARDS:

11. EXIT ACCESS STAIRWAYS AND PASSAGEWAYS SHALL BE A TWO HOUR RATED

FIRE BARRIER.

D.

B.

REPLACE FIRE STOP AT ALL PENETRATIONS WHERE NEW DEVICES/LINES USE EXISTING PENETRATIONS OF RATED

BARRIERS.

FIRE STOP ALL NEWLY CREATED PENETRATIONS WHERE NEW DEVICES/LINES PENETRATE EXISTING

FLOORS, CEILINGS AND OTHER RATED BARRIERS.

USE ONLY APPROVED FIRE CAULKING AND FIRE STOPS (SEE SPECIFICATIONS).

FIRE STOP ALL NEW PENETRATIONS WHERE NEW DEVICES/LINES PENETRATE THROUGH NEWLY CONSTRUCTED

RATED BARRIERS OR SMOKE PARTITIONS.

REPLACE FIRE STOP AT ALL EXISTING PENETRATIONS OF RATED BARRIERS WHERE EXISTING LINES HAVE BEEN

MODIFIED OR RELOCATED.

14. GUIDELINES FOR DESIGN & CONSTRUCTION OF HEALTHCARE FACILITIES 2010

H. THE COMMUNICATIONS AND SPECIAL SYSTEMS.

30. AFTER DEMOLITION AND NEW CONSTRUCTION, REPAIR ALL FINISHED SURFACES ON EXISTING ITEMS TO REMAIN AFFECTED BY

WORK TO LIKE NEW CONDITION.

31. ALL FINISHED SURFACES ON NEW WALLS ETC. INFILLING OR EXTENDING EXISTING ITEMS SHALL BE INSTALLED SO NEW FINISHED

SURFACES ALIGN WITH EXISTING.

32. FURNITURE SHOWN IS N.I.C. UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE EQUIPMENT SHALL BE PROVIDED BY THE THE

GOVT. AND INSTALLED BY THE CONTRACTOR AS SCHEDULED. DISCONNECTION,RELOCATION, AND RECONNECTION OF EXISTING

EQUIPMENT IS THE RESPONSIBILITY OF THE CONTRACTOR.

DURING THE CONSTRUCTION OF THE OR EXPANSION IN 1991 THE CONTRACTOR ENCASED ELECTRICAL

CONDUITS IN THE CONCRETE OF THE EXISTING ROOF(TO BE EIGHTH FLOOR SLAB OF THIS PROJECT) . THE

VA HAS NO RECORD OF CONDUIT LOCATION. CONTRACTOR SHALL VERIFY LOCATION OF ANY EXISTING

CONDUITS IN EXISTING ROOF PRIOR TO START OF DRILLING OR CUTTING ANY HOLES IN THE CONCRETE.

POWER INTERRUPTION SHALL BE AVOIDED.

33.

ARCHITECTURAL SYMBOLS

C110A

6F-110

7'-2"

COLUMN GRID DESIGNATION

DETAIL NUMBER

WALL TYPE

DIMENSION LINE

CENTER LINE

WINDOW TYPE

(I-INTERIOR ; E-EXTERIOR)

ROOM NAME

SHEET DETAIL IS DRAWN ON

ARCHITECTURAL ELEVATION - EXTERIOR

ARCHITECTURAL ELEVATION - INTERIOR

EXISTING TO REMAIN

EXISTING TO BE REMOVED

EXISTING TO REMAIN

NEW CONSTRUCTION (POCHE

OR SOLID BLACK)

ROOM NUMBER SYMBOL

ROOM NUMBER

DOOR NUMBER SYMBOL

ARCHITECTURAL SECTION

OFFICE

AS303

A

EA

AS3031

AS303

AS303

STERILE PROCESSING EQUIPMENT TAG SP09

1. IF THE CONTRACTOR ENCOUNTERS MATERIAL THAT COULD BE HAZARDOUS, THE CONTRACTOR

SHALL STOP WORK AND NOTIFY THE THE GOVT. IMMEDIATELY FOR DIRECTION

1. MAINTAIN FIRE RATED CONSTRUCTION AT WALLPENETRATIONS, (CONSTRUCTION TO CONFORM TO

MANUFACTURER'S FIRE RATED / TEST ASSEMBLIES.

2. FIRE CAULK ALL SLEEVES AND PENETRATIONS AT FIRE WALLS / PARTITIONS AND FLOORS. CONFORM WITH THE TESTED / SUBMITTED FIRE RATED ASSEMBLY. USE RED FIRE CAULK AND LABEL WALL

WITH U.L. DESIGN NUMBER. FIRE RATED WALLS SHOWN ON PLAN.

3. PATCH AND REPAIR ALL EXISTING FIREPROOFING ON EXISTING STRUCTURAL MEMBERS, INCLUDING THAT WHICH IS UNCOVERED NEEDING REPAIR AND THATWHICH IS DISTURBED DURING CONSTRUCTION.

4. PATCH AND REPAIR ALL EXISTING FIRE CAULKING ATEXISTING RATED WALLS WHICH IS UNCOVERED NEEDING REPAIR AND THAT WHICH IS DISTURBEDDURING CONSTRUCTION. RE-LABEL EXISTING WALL IF NECESSARY.

HAZARDOUS MATERIAL

FIRE PROOFING GENERAL NOTES

ABBREVIATIONS

DET, DTL

DIAMETER

DIMENSION

DAMPER

DOWN

DISTRIBUTION PANEL

DOWNSPOUT, STORM DRAINAGE STRUCTURE

DOMESTIC WATER

DRAWING

EACH

EACH FACE, EXHAUST FAN

EXHAUST GRILLE

ELEVATION

ELECTRIC, ELECTRICAL CLOSET

EMER

EQ

EQUIP

EACH WAY

ELECTRIC WATER COOLER

EXH

EXIST

EXP

EXPANSION JOINT

EXPANSION JOINT

HEIGHT, HUMIDIFIER

HB

HANDICAPPED

HDW

HORIZ

HR

NA

NEC

NEUT

NIC

NOM

NTS

OA

OC

OD

OPNG

OPP

OH, OVHD

FRAME

FTG

T

T&B

TEL

TEMP

TERM

3/C

3/P

3 WAY

TO

TRANS

TS

TV

TW

TYP

WA

UH

V

VA

VAC

VCT

VENT

VERT

VEST

VS

VTR

VWC

W

W

W/

W/O

WC

WD

WP

WS

WT

WWF

SG

SAN

SCH

SD

SECT

SH

1 PH

SL

SP

SPDT

SPEC

SPST

SQ

SR

SS

ST

STA

STD

STL

SUP

SUSP

SV

SW

SWBD

SWGR

SIM

M

MAS

MATL

MAX

MECH

MET/MTL

MH

MIN

MISC

MM

MTD

MTG

MWP

MULL

KO

KVA

KW

L

LT

LAV

INT

INSUL

INV

JB

JC

JCT

JT

FXTR

GA

GALV

GFI

GL

GWB

GYP

C

C

CAPACITY

CENTER TO CENTER

CEILING DIFFUSER

CEM

CAST IRON, COURTYARD INLET

CHILLER

CAST IRON PIPE

CIRCULATING

CONTROL JOINT

CIRCUIT

CENTERLINE

CEILING

CLEAR

CORRUGATED METAL PIPE

CORRUGATED METAL PIPE ARCH

CONCRETE MASONRY UNITS

CONDENSATE

CLEANOUT

COLUMN

COMMUNICATION

CONCRETE

CONDUCTOR

CONNECTION

CONSTRUCTION

CONTINUOUS

CONVERTER

NONREINFORCED CONCRETE PIPE

CONDUIT

CERAMIC TILE, CURRENT TRANSFORMER,

COOLING TOWER

CENTER, COOLING TOWER RETURN

COOLING TOWER SUPPLY

COLD WATER

CARPET

CONCRETE SEALER/SURFACE

BOARD

BUILDING

BLK

BEAM

BOTTOM

BEARING

BASEMENT

ACOUSTIC

ADJUSTABLE

ABOVE FINISHED FLOOR

ALTERNATE

AIR HANDLING UNIT

ANCHOR BOLT, AUGER BORING

AL

APPROXIMATE

ARCH

AUTOMATIC TRANSFER SWITCH

FA

FLOOR DRAIN, FIRE DAMPER

FOUNDATION

FEEDER

FIRE EXTINGUISHER

FINISHED FLOOR ELEVATION

FIG

FIN

FLOOR, FLASHING, FLOW LINE

FLUOR

P

PB

PIV

PL

PLYWD

PNL

PNT

CHAIR OR CRASH RAIL

CORNER GUARD

FIRE EXTINGUISHER CABINET

OF

WG

ALC

CUBICAL CURTAIN TRACK

CLEAN

ACOUSTIC TILE

L

EPDM ROOF MEMBRANE

HSKP

NEG

STRUC

R

RA

RAD

RVB

RCP

RECP

REINF

REG

REQD

REV

RF

RHC

RM

RPM

RVT

PRELIM

PRIM

PT

PTN

PVMT

PVC

PVC

AB

ACT

ACST

ADJ

AFF

AHU

ALT

ALUMINUM

ALCOVE

APPROX

ARCHITECTURAL

ATS

BD

BLDG

BLOCK

BM

BOT

BRG

BSMT

CELSIUS

CAP

CC

CD

CCT

CEMENT

CG

CH

CI

CIP

CIR

CJ

CKT

CLN

CLG

CLR

CMP

CMPA

CMU

CND,C

CNDS

CO

COL

COMM

CONC

COND

CONN

CONST

CONT

CONV

CP

CR

CS

CT

CT

CTR

CTS

CW

CPT

DETAIL

DIA

DIM

DMPR

DN

DP

DS

DW

DWG

EA

EF

EG

EJ

ELEV

ELEC

EMERGENCY

EPDM

EQUAL

EQUIPMENT

EW

EWC

EXHAUST

EXISTING

EXPANSION, EXPOSED

EXP JT

FIRE ALARM

FD

FDN

FDR

FE

FEC

FFE

FIGURE

FINISH

FL

FLUORESCENT

FRAME

FOOTING

FIXTURE

GAGE

GALVANIZED

GROUND FAULT INTERRUPT

GLASS

GYPSUM WALL BOARD

GYPSUM

HGT, H

HOSE BIBB

HC

HARDWARE

HORIZONTAL

HOUR, HAND RAIL

HOUSEKEEPING

INTERIOR

INSULATION, INSULATED

INVERT

JUNCTION BOX

JANITOR CLOSET

JUNCTION

JOINT

KNOCK OUT

KILOVOLT-AMPERE

KILOWATT

LOUVER, LENGTH, LENGTH OF CURVE

LIGHT

LAVATORY VERTICAL

METER, MEGA

MASONRY

MATERIAL

MAXIMUM

MECHANICAL

METAL

MANHOLE

MINIMUM, MINUTE

MISCELLANEOUS

MILLIMETER

MOUNTED

MOUNTING

MEMBRANE WATERPROOFING

MULLION

NOT APPLICABLE

NATIONAL ELECTRIC CODE

NEGATIVE

NEUTRAL

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN

OPENING

OPPOSITE

PIPE, POLE

OVERHEAD

PULL BOX

POST INDICATOR VALVE

PLATE

PLYWOOD

PANEL

PAINT

PRELIMINARY

PRIMARY

POINT, POINT OF TANGENT

PARTITION

POINT OF VERTICAL CURVE

POLY VINYL CHLORIDE

PAVEMENT

RADIUS, RISER, RUBBER SHEATH

RETURN AIR

RADIUS

RESILIENT VINYL BASE

REINFORCED CONCRETE PIPE

RCP REFLECTED CEILING PLAN

RECEPTACLE

REINFORCEMENT

REGULATOR, REGISTER

REQUIRED

REVISION

ROOF, RETURN FAN

REHEAT COIL

ROOM

REVOLUTIONS PER MINUTE

RESILIENT VINYL TILE

SANITARY SEWER

SCHEDULE

SPLITTER DAMPER, STORM DRAIN

SECTION

SUPPLY GRILLE

SHEET

SIMILAR

SINGLE PHASE

SLOPE

STATIC PRESSURE, SINGLE POLE

SINGLE POLE, DOUBLE THROW

SPECIFICATION

SINGLE POLE, SINGLE THROW

SQUARE

SUPPLY REGISTER

SANITARY SEWER

STEAM, SINGLE THROW, STREET, STAFF

STATION

STANDARD

STEEL

STRUCTURAL

SUPPORT

SUSPENDED

SHEET VINYL

SWITCH, SIDEWALK

SWITCHBOARD

SWITCHGEAR

TILE,TOP,TANGENT

TOP AND BOTTOM

TELEPHONE

TEMPERATURE, TEMPORARY

TERMINAL

THREE CONDUCTOR

THREE POLE

THREE WAY

TOP OF

TRANSITION

TOP OF STEEL, TOP OF STONE, TOP OF SLAB

TELEVISION

TOP OF WALL

TYPICAL

UNIT HEATER

VENT,VOLT,VALVE

VOLT AMPRE

VACUUM

VINYL COMPOSITION TILE

VENTILATING

VERTICAL

VESTIBULE

VENT STACK

VENT THRU ROOF

VINYL WALL COVERING

WIDTH,WASTE,WATER,WATT,WEST, WIRE,

WATER LINE STRUCTURE

WATT

WITH

WITHOUT

WATER CLOSET, WHEEL CHAIR

WIDTH, WINDOW DIMENSION

WALL GUARD

WATERPROOF, WEATHERPROOF

WASTE STACK, WATER SURFACE, WATERSTOP

WEIGHT

WELDED WIRE FABRIC

RES RESINOUS

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGS

FARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE

TO REVIEW ENTIRE SET OF DOCUMENTS.

ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THE

PRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941 rchitects, P.C.

Elkhorn, L 3705 orthN

A

68022 treet

Nebraska

H 200th S

. INZ

L. Hinz Architects is

These plans are specifically designed for construction and are intended for no by Calvin L. Hinz Architects written consent of Calvin in part or whole without for use of this document other purposes. Permission prohibited.

Calvin L. Hinz Architects P.C.C 2020

CLH

VAMC Oklahoma City, OK

SPS EXPANSION

Office of

Construction and Facilities Management

1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321

VA FORM 08-6231

on e q ua rt er in ch o ne fo ot th re e ei g ht hs in ch o ne fo ot on e h al f in ch o ne fo ot th re e q ua rt er s in ch o ne fo ot on e in ch on e fo ot on e a nd on e h al f in ch es on e fo ot th re e in ch es o ne fo ot

F

E

D

C

A

B on e ei gh th in ch on e fo ot ARCHITECT/ENGINEERS:

Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

1.

2.

635-3411

F

Shaffer & Stevens

JJG

Department of Veterans Affairs

GI003

GENERAL NOTES

JULY 10, 2020 3

UP

UP

UP

1 2 3 4 5 6 7 8 9 10 11 1211A

B

C

D

E

F

G

H

I

A

J

K

9A8A

G2

G1

B1

C1

A1

9432 SF

6F-106

MECHANICAL

EQUIPMENT

ROOM

166 SF

6F-105

ELEV PIT

ACCESS

115 SF

6F-104

WOMEN

94 SF

6F-103

MEN

167 SF

6F-102C

EXISTING

OFFICE

112 SF

6F-102B

EXISTING

OFFICE

111 SF

6F-101

EXISTING

OFFICE

165 SF

6F-102

EXIST. HALL

93 SF

P-8

ELEVATOR

94 SF

P-7

ELEVATOR

93 SF

P-9

ELEVATOR

94 SF

P-10

ELEVATOR

344 SF

C6 1F

ELEVATOR

LOBBY

208 SF

STAIR

182 SF

STAIR

91 SF

6F-110J

HAC

130 SF

6F-110H

RME

183 SF

6F-110

ELECTRICAL

CLOSET

166 SF

STAIR

4497 SF

6F-110M

STERILE

STORAGE

280 SF

C6-7

LOBBY

108 SF

P-11

ELEVATOR

204 SF

STAIR

1135 SF

C6-6

CORRIDOR

62 SF

6F-118

SOILED LINEN

34 SF

6F-119

SOILED LINEN

103 SF

6F-112F

MANUAL EQUIP

WASH

109 SF

6F-110L

STERILE

1488 SF

6F-112

SOILED

RECEIVING AND

DECONTAMINATION

AREA

94 SF

6F-111A

ELEC. CLOSET

327 SF

6F-110P

PREP

ASSEMBLY AND

STERILIZATION

251 SF

6F-111B

CLEAN SCOPE

STORAGE

322 SF

6F-107

BREAK ROOM1793 SF

6F-110N

CLEAN

PROCESSING

153 SF

6F-117

HALL

819 SF

C6-4

CORRIDOR

ELEVATOR PIT

CONSTRUCTED UNDER

SEPARATE CONTRACT

113 SF

6F-112G

CART WASH

178 SF

6F-105A

ELEVATOR

MACHINE RM

129 SF

6F-120

STORAGE

121 SF

6F-110C

ASSIST. CHIEF

SPS OFFICE

48 SF

6F-110F

FILES/COPY

213 SF

6F-110D

CLERICAL/WAITING

209 SF

6F-110A

Q.I. &

SUPERVISOR

PPE

PPE

436 SF

6F-113B

WOMEN

LOCKER

189 SF

6F-114A

MEN LOCKER

36 SF

6F-114

MEN ENTRY

105 SF

6F-113A

WOMEN ENTRY

135 SF

6F-110K

SERVICE RM.

34 SF

6F-112A

HAC

425 SF

6F-111C

AER ROOM

211 SF

6F-112E

HALL

PPE

280 SF

6F-115

HALL

WORK

STATION

W O R K

S T A T

IO

N

W O

A T

IO

N

W O

A T

IO

N

V E N D O

C A R T S

COAT HOOKS

937 SF

C6-3

CORRIDOR

136 SF

C6-10

LOBBY

INFILL FLOOR OPENING

WITH CONCRETE-

MAINTAIN 2 HR. RATING

INFILL FLOOR OPENING

WITH CONCRETE-

MAINTAIN 2 HR. RATING

INFILL FLOOR OPENING

WITH CONCRETE-

MAINTAIN 2 HR. RATING

C O A T

H O O K S

86 SF

6F-112B

HAC

103 SF

6F-110G

STORAGE

120 SF

6F-110I

SUPPORT

218 SF

6F-110B

CHIEF SPS

OFFICE/

CONF. RM.

VENDOR

CARTS

FEC

FEC

F E C

FEC

FEC

F E C

F E C

F E C

FEC

F E C

F E C

FEC

FEC

5'-0 1/8"

REINSTALL

FEC CAB

OCCUPANT LOAD:

ONE PERSON/ 300 SF=31 OCCUPANTS

1 OCCUPANT

OCCUPANT LOAD:

ONE PERSON/15 SF=

14 OCCUPANTS

OCCUPANT LOAD:

ONE PERSON/100 SF=3 OCCUPANTS

1 OCC.

1 OCC.

1 OCCUPANT

EXIT DISTANCE = 141'

E X

IT

D

IS

T A N C E

E X

IT

D

IS

T A N C E

EXIT DISTANCE 110 '

WITH 90' COMMON TRAVEL

DISTANCE

EXISTING 3 HR RATED

ENCLOSURE OF

STRUCTURAL STEEL

COLUMNS AND

FRAME-MAINTAIN-

TYPICAL

EXIT ONLY

HARDWARE

6A

EXISTING ONE HOUR FIRE BARRIER TO REMAIN.

SEAL PERIMETER AND ALL PENETRATIONS TO

MAKE SMOKE TIGHT.

FE

FE

261 SF

6F-111

SOIL SCOPE

DECONTAMINATE

ROOM

OCCUPANT LOAD:

ONE PERSON/100 SF=4 OCCUPANTS

6F-116

HALL

6F-113C

WOMEN

SHOWER

6F-114B

SHOWER

6F-112H

WATER EQUIP

M D

C

F

B

A

E

KEY PLAN

169 TOTAL OCCUPANTS X .3 OCCUPANCY FACTOR FOR STAIRS = 50.7" OF EXIT WIDTH REQUIRED

3 EXISTING STAIR EXITS PROVIDE TOTAL EXIT WIDTH OF 132"

GENERAL NOTES

1.

THE FLOOR FIRE RATING IS 2 HOURS. ALL PENETRATIONS SHALL BE FIRE STOPPED AND

SEALED AS REQUIRED TO MAINTAIN RATING USING UL LISTED METHODS

2.

THE ROOF FIRE RATING IS 1 1/2 HOURS. ALL PENETRATIONS SHALL BE FIRE STOPPED

AND SEALED AS REQUIRED TO MAINTAIN RATING USING UL LISTED METHODS

3.

ALL RATED WALLS SHALL BE LABELED ABOVE CEILINGS WITH STENCILED LETTERS IN

ACCORDANCE WITH IBC 703.7 AND HOSPITAL GUIDELINES.

4.

TRAVEL DISTANCES-BUSINESS OCCUPANCY WITH AUTOMATIC SPRINKLER 5.

COMMON PATH

MAX. TRAVEL DISTANCE TO EXIT

MAX. DEADEND

100 FEET

300 FEET

50 FEET

IBC TABLE 1014.3

IBC TABLE 1016.2

IBC 1018.4 EXCEPTION 2

FIRE EXTINGUISHER CABINETS ARE EXISTING. REINSTALL ONE FEC CABINET AS SHOWN. PROVDE

FIRE EXTINGUISHER ON BRACKETS IN HAC.

6.

REPAIR EXISTING WALLS AS NEEDED TO MAINTAIN FIRE RATING. 7.

STRUCTURAL FRAME SHALL BE PROTECTED WITH 3 HOUR FIRE RATING. RESTORE FIRE RATING AT

ANY RATING THAT HAVE BEEN DISTURBED BY CONSTRUCTION. SEE DETAIL 1/SHEET AS501

8.

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

2 HOUR FIRE/SMOKE BARRIER

1 HOUR FIRE/SMOKE BARRIER

FEC FIRE EXTINGUISHER CABINETS

LEGEND - LIFE SAFETY PLAN

EXIT PATH

SMOKE PARTITION

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGS

FARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE

TO REVIEW ENTIRE SET OF DOCUMENTS.

ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THE

PRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941 rchitects, P.C.

Elkhorn, L 3705 orthN

A

68022 treet

Nebraska

H 200th S

. INZ

L. Hinz Architects is

These plans are specifically designed for construction and are intended for no by Calvin L. Hinz Architects written consent of Calvin in part or whole without for use of this document other purposes. Permission prohibited.

Calvin L. Hinz Architects P.C.C 2020

CLH

VAMC Oklahoma City, OK

SPS EXPANSION

Office of

Construction and Facilities Management

1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321

VA FORM 08-6231

on e q ua rt er in ch o ne fo ot th re e ei g ht hs in ch o ne fo ot on e h al f in ch o ne fo ot th re e q ua rt er s in ch o ne fo ot on e in ch on e fo ot on e a nd on e h al f in ch es on e fo ot th re e in ch es o ne fo ot

F

E

D

C

A

B on e ei gh th in ch on e fo ot ARCHITECT/ENGINEERS:

Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

1.

2.

635-3411

F

Shaffer & Stevens

JJG

Department of Veterans Affairs

GI004

LIFE SAFETY PLAN-SIXTH FLOOR

JULY 10, 2020

1/8" = 1'-0"GI004

1 6TH FLOOR PLAN -LIFE SAFETY PLAN

OCCUPANCY SCHEDULE- SIXTH FLOOR

ROOM

NUMBER ROOM NAME AREA

OCCUPANT

LOAD

FACTOR OCCUPANTS

6F-101 EXISTING OFFICE 111 SF 100 SF 1.112809

6F-102 EXIST. HALL 165 SF

6F-102B EXISTING OFFICE 112 SF 100 SF 1.122955

6F-102C EXISTING OFFICE 167 SF 100 SF 1.672847

6F-103 MEN 94 SF

6F-104 WOMEN 115 SF

6F-105 ELEV PIT ACCESS 166 SF

6F-105A ELEVATOR MACHINE RM 178 SF

6F-106 MECHANICAL EQUIPMENT ROOM 9432 SF 300 SF 31.439419

6F-107 BREAK ROOM 322 SF 15 SF 21.488715

6F-110 ELECTRICAL CLOSET 183 SF

6F-110A Q.I. & SUPERVISOR 209 SF 100 SF 2.089974

6F-110B CHIEF SPS OFFICE/ CONF. RM. 218 SF 100 SF 2.176339

6F-110C ASSIST. CHIEF SPS OFFICE 121 SF 100 SF 1.208637

6F-110D CLERICAL/WAITING 213 SF 15 SF 14.186111

6F-110F FILES/COPY 48 SF 100 SF 0.484028

6F-110G STORAGE 103 SF 300 SF 0.342746

6F-110H RME 130 SF 100 SF 1.298325

6F-110I SUPPORT 120 SF 100 SF 1.202839

6F-110J HAC 91 SF 300 SF 0.301806

6F-110K SERVICE RM. 135 SF 100 SF 1.350988

6F-110L STERILE 109 SF 100 SF 1.085049

6F-110M STERILE STORAGE 4497 SF 300 SF 14.991392

6F-110N CLEAN PROCESSING 1793 SF 100 SF 17.925783

6F-110P PREP ASSEMBLY AND STERILIZATION 327 SF 100 SF 3.268997

6F-111 SOIL SCOPE DECONTAMINATE ROOM 261 SF 100 SF 2.607172

6F-111A ELEC. CLOSET 94 SF 300 SF 0.313009

6F-111B CLEAN SCOPE STORAGE 251 SF 300 SF 0.835737

6F-111C AER ROOM 425 SF 100 SF 4.254929

6F-111D PPE 34 SF

6F-112 SOILED RECEIVING AND DECONTAMINATION AREA 1488 SF 100 SF 14.878463

6F-112A HAC 34 SF 300 SF 0.112278

6F-112B HAC 86 SF 300 SF 0.286771

6F-112C ANTEROOM, SOILED DROP-OFF 186 SF

6F-112D PPE 140 SF 100 SF 1.400521

6F-112E HALL 211 SF

6F-112F MANUAL EQUIP WASH 103 SF

6F-112G CART WASH 113 SF

6F-112H WATER EQUIP 35 SF

6F-113 VESTIBULE 65 SF

6F-113A WOMEN ENTRY 105 SF 50 SF 2.099472

6F-113B WOMEN LOCKER 436 SF 50 SF 8.718095

6F-113C WOMEN SHOWER 38 SF 50 SF 0.751042

6F-114 MEN ENTRY 36 SF 50 SF 0.711576

6F-114A MEN LOCKER 189 SF 50 SF 3.786908

6F-114B SHOWER 41 SF 50 SF 0.820036

6F-114C MEN LOCKER 225 SF 50 SF 4.506042

6F-115 HALL 280 SF

6F-116 HALL 358 SF

6F-117 HALL 153 SF

6F-118 SOILED LINEN 62 SF

6F-119 SOILED LINEN 34 SF

6F-120 STORAGE 129 SF 300 SF 0.430972

6F-122 ACCESS 89 SF

165.26278

DN

DN

UP DN

UP

UP

UP DN

DN

1 2 3 4 5 6 7 8 9 10 11 1211A

B

C

D

E

F

G

H

I

A

J

K

9A8A

G2

G1

B1

C1

A1

182 SF

STAIR

158 SF

C7 4F

CORRIDOR

76 SF

7F107H

GAS STOR

28 SF

7F-107B

HAC

132 SF

7F110A

CONTROL RM

93 SF

7F108X

ANGIO EQUIP

72 SF

7F125

ANTHES GAS

STOR

758 SF

7F124

NEUROSURGERY

O.R.9

976 SF

7F113

CLEAR CORE

EXPANSION

106 SF

7F127

HSKP'G

145 SF

7F129

STORAGE

132 SF

7F130

X-RAY

STORAGE

57 SF

7F131

HAC

61 SF

7F133

ELECTRICAL

185 SF

STAIR

173 SF

7F-137

HEAD NURSE

120 SF

7F-138

STORAGE

148 SF

7F-139

CONTROL

PLASTER &

SPLINT

579 SF

7F-134

ORTHOPEDIC

OR 5

85 SF

7F-137

SCRUB

100 SF

7F-114C

SUB STERILE

111 SF

7F-126

BLOOD GAS

547 SF

7F-128

CARDIAC OR

115 SF

7F-113F

SUB-STER

1074 SF

7F-110

HYBRID O.R.

71 SF

7F-107A

SCRUB

178 SF

7F-113D

SUB-STER.

38 SF

7F-100

TELEPHONE

344 SF

C7-2F

ELEVATOR

LOBBY

93 SF

P-8

ELEVATOR

94 SF

P-7

ELEVATOR

93 SF

P-9

ELEVATOR

94 SF

P-10

ELEVATOR

142 SF

7F150A

OFFICE

122 SF

7F150

SECT'Y/WAITING

133 SF

7F148

MASS

SPECROMETER

442 SF

7F150B

ANESTH.

CLEAN-UP

AND STORAGE

599 SF

7F140

GENERAL OR

112 SF

7F113B

SUBSTERILE

69 SF

7F123

STORAGE

479 SF

7F122

GENERAL OR

58 SF

7F121

STORAGE

115 SF

7F120

SCRUB

57 SF

7F119

STORAGE

121 SF

7F116

ELEC.CLOSET

502 SF

7F118

GENERAL OR

95 SF

7F113A

SUB STERILE

70 SF

7F114

HAC

115 SF

7F116A

ELEC. CLOS

100 SF

7F141

SCRUB

63 SF

7F142A

CONTROL

128 SF

7F113E

SUB STERILE

67 SF

7F143

X-RAY DIGITAL

ROOM

492 SF

7F142

GENERAL OR 7

195 SF

7F144

STORAGE

132 SF

7F113G

SUB-STERILE

88 SF

7F145

SCRUB

451 SF

7F151

AMBULATORY

OR 8

170 SF

7F152

ALCOVE

108 SF

P-11

ELEVATOR

160 SF

STAIR

8'-9"

29'-3"

102 SF

7F107I

STORAGE

183 SF

7F113H

EQUIP STOR.

131 SF

7F109A

PUMP RM

117 SF

7F112

IT CLO

905 SF

7F109

CARDIAC OR 3

147 SF

P-12

ELEVATOR

8'-0"

130 SF

7F155

OR CTR

49 SF

7F108D

SOIL

8'-0"

103 SF

7F108A

CLEAN

8'-0"

80 SF

7F103

CONSULT

22'-5"

92 SF

7F108E

ISOLATION

42 SF

7F154D

SOIL

31 SF

7F154C

CLEAN

34 SF

7F154B

TLT

35 SF

7F154A

TLT

30 SF

7F154F

STO.CLO.

25 SF

7F154E

TLT

30 SF

7F154H

STO. CLO.

27 SF

7F154G

TLT

1913 SF

7F154

PRE-OP

487 SF

C7 8F

CORRIDOR

557 SF

C7 6F

CORRIDOR

98 SF

7F107

ALCOVE

744 SF

C73F

CORRIDOR

2089 SF

7F108

RECOVERY

35 SF

7F108C

TLT

35 SF

7F108B

TLT

273 SF

C7-19F

CORRIDOR

94 SF

C7-17F

CORRIDOR

453 SF

7F102

SURGICAL

WAITING

450 SF

C7 2F

CORRIDOR

1211 SF

C7 16F

CORRIDOR

38 SF

7F101A

TLT

38 SF

7F101B

TLT

1130 SF

C7 10F

CORRIDOR

601 SF

C7 6F

CORRIDOR

896 SF

C7 5F

CORRIDOR

39 SF

7F107C

SCRUB

36 SF

7F106

TLT

38 SF

7F105

TLT

160 SF

7F153

SOILED UTILITY

1182 SF

7F113

EXISTING

CLEAN CORE

757 SF

C7 11F

CORRIDOR

361 SF

C7 12F

CORRIDOR

53 SF

7F149

STORAGE

26 SF

7F147

TLT

26 SF

7F146

TLT

FEC

F E C

FEC

F E C

FEC

2 HOUR FIRE RATED WALL TO

MAINTAIN FLOOR RATING BETWEEN

SEVENTH AND EIGHTH

INSTALL CONCRETE

SLAB FLOOR INFILL

AT PREVIOUS

OPENING IN 7TH

FLOOR FOR

REMOVED STAIR.

PROVIDE 2 HOUR

RATING

6A

EXIT DISTANCE = 216'

STAIR 9 10 11 11A

B

C

9A8A

B1

C1

A1

STAIR 7

9F-111

PENTHOUSE

9F-110

MACHINE

ROOM

EXISTING

LINEN CHUTE

SHIP LADDER TO

ROOF

LADDER TO

PENTHOUSE

ROOF

EXTEND TWO

HOUR FIRE

BARRIER FOR

STAIR

FLOOR INFILL

SHALL MAINTAIN

TWO HOUR

RATING

SHAFT

ENCLOSURE -

COOR. W/MECH

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

2 HOUR FIRE/SMOKE BARRIER

1 HOUR FIRE/SMOKE BARRIER

FEC FIRE EXTINGUISHER CABINETS

LEGEND - LIFE SAFETY PLAN

EXIT PATH

SMOKE PARTITION

M D

C

F

B

A

E

KEY PLAN

GENERAL 7TH FLOOR LIFE SAFETY NOTES:

1. THE ARCHITECTURAL WORK ON THIS FLOOR IS LIMITED TO REPLACING CONVENIENCE

STAIR FROM 6TH TO 7TH WITH STAIR FROM 7TH TO 8TH FLOOR

2. MAINTAIN AND REPLACE AS NEEDED FIRE RATING AND FIRE PROOFING WHERE

DAMAGED TO INSTALL NEW OR RELOCATE EXISTING ROOF DRAIN, ELECTRICAL, FIRE

PROTECTION AND PLUMBING LINES

LAYOUT SHOWN REFLECTS PROPOSED OPERATING ROOM

EXPANSION TO BE PERFORMED UNDER SEPARATE CONTRACT

3.

OTHER THAN WALLS AT PERIMETER OF STAIR 14- SMOKE AND

FIRE BARRIERS ARE EXISTING.

4.

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGS

FARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE

TO REVIEW ENTIRE SET OF DOCUMENTS.

ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THE

PRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941 rchitects, P.C.

Elkhorn, L 3705 orthN

A

68022 treet

Nebraska

H 200th S

. INZ

L. Hinz Architects is

These plans are specifically designed for construction and are intended for no by Calvin L. Hinz Architects written consent of Calvin in part or whole without for use of this document other purposes. Permission prohibited.

Calvin L. Hinz Architects P.C.C 2020

CLH

VAMC Oklahoma City, OK

SPS EXPANSION

Office of

Construction and Facilities Management

1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321

VA FORM 08-6231

on e q ua rt er in ch o ne fo ot th re e ei g ht hs in ch o ne fo ot on e h al f in ch o ne fo ot th re e q ua rt er s in ch o ne fo ot on e in ch on e fo ot on e a nd on e h al f in ch es on e fo ot th re e in ch es o ne fo ot

F

E

D

C

A

B on e ei gh th in ch on e fo ot ARCHITECT/ENGINEERS:

Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

1.

2.

635-3411

F

Shaffer & Stevens

JJG

Department of Veterans Affairs

GI005

LIFE SAFETY PLAN-SEVENTH &

PENTHOUSE FLOOR

JULY 10, 2020

1/8" = 1'-0"GI005

1 LIFE SAFETY PLAN - 7TH FLOOR

1/8" = 1'-0"GI005

2 LIFE SAFETY PLAN- PENTHOUSE FLOOR

DN

UP

DN

UP

1 2 3 4 5 6 7 8 9 10 11 1211A

B

C

D

E

F

G

H

I

A

J

K

9A8A

G2

G1

B1

C1

A1

3613 SF

8F100A

MECHANICAL

EQUIPMENT

PENTHOUSE

592 SF

8F-161

MEN'S LOCKER

333 SF

8F-162

LOUNGE

419 SF

C8-15

CORRIDOR

313 SF

C8-14

CORRIDOR

250 SF

8F-155

UNIFORM

DISTRIBUTION

413 SF

8F-167

BREAKROOM

259 SF

C8-17

CORRIDOR

581 SF

8F-157

WOMEN'S

LOCKER

228 SF

8F-158

WOMEN'S

170 SF

8F-160

MEN'S

30 SF

8F-159

JANITOR

400 SF

C8-16

LOBBY

201 SF

STAIR

51 SF

8F-168

LINEN

25'-6"

IN THIS AREA-UNDER SEPARATE CONTRACT

EXISTING ROOF TOP EQUIPMENT MOVED

NEW ROOFING AND NEW ROOF DRAINS INSTALLED

IN THIS AREA-UNDER SEPARATE CONTRACT

NEW ADDITION CONSTRUCTED

4'-10"

7'-5"

279 SF

8F-111

ISOLATION ICU

PAT RM

66 SF

8F-110

ANTE ROOM

270 SF

8F-109

ICU PAT RM

259 SF

8F-108

ICU PAT RM

279 SF

8F-107

ICU PAT RM

277 SF

8F-106

ICU PAT RM

204 SF

8F-112

ICU PAT RM

199 SF

8F-113

ICU PAT RM

201 SF

8F-114

ICU PAT RM

188 SF

8F-115

TEAM ROOM

157 SF

8F-116

STAFF LOUNGE

272 SF

8F-117

ICU PAT RM

278 SF

8F-118

ICU PAT RM

276 SF

8F-119

ICU PAT RM

272 SF

8F-120

ICU PAT RM

307 SF

8F-148

NURSE

STATION 80 SF

8F-146

NOURISHMENT

88 SF

8F-147

MEDS

58 SF

8F-142

CLEAN LINENS

70 SF

8F-143

SIGNAL CLOSET

47 SF

8F-144

HAC

353 SF

8F-145

CLEAN

SUPPLIES

127 SF

8F-139

SOILED UTILITY

125 SF

8F-140

CLEAN UTILITY

116 SF

C8-9

CORRIDOR

824 SF

C8-7

CORRIDOR

740 SF

C8-8

CORRIDOR

676 SF

C8-13

CORRIDOR

187 SF

C8-10

CORRIDOR

82 SF

8F-123

ANTE ROOM 100 SF

C8-11

ELEVATOR

LOBBY

273 SF

8F-121

ISOLATION ICU

PAT RM

279 SF

8F-122

ICU PAT RM 87 SF

8F-125

ON CALL

61 SF

8F-124 T/S

23 SF

8F-126W

COMM.RM

96 SF

P-8

ELEVATOR

94 SF

P-7

ELEVATOR

94 SF

P-9

ELEVATOR

94 SF

P-10

ELEVATOR

43 SF

8F-126

COMM.CLO

213 SF

STAIR

350 SF

C8-2

ELEVATOR

LOBBY

286 SF

8F-130

NURSE

STATION

89 SF

8F-133

ELECTRIC

CLOSET

217 SF

8F-134

EQUIP.

STORAGE

106 SF

8F-135

OFFICE

65 SF

8F-136

TRASH

110 SF

C8-5

CORRIDOR

159 SF

8F-100

MEN'S

158 SF

8F-101

WOMENS

249 SF

8F-102

ICU PAT RM

242 SF

8F-103

ICU PAT RM

273 SF

8F-104

ICU PAT RM

274 SF

8F-105

ICU PAT RM

650 SF

C8-3

CORRIDOR

662 SF

C8-6

CORRIDOR

341 SF

8F-129

WAITING ROOM

469 SF

C8-1

CORRIDOR

106 SF

P-11

ELEVATOR6'-0"

1'-5 1/8"

27 SF

8F-160D

MEN'S SHOWER

152 SF

P-12

PATIENT

ELEVATOR

68' FEET EXIT ACCESS TRAVEL DISTANCE

58' EXIT ACCESS TRAVEL DISTANCE

FEC

FEC

F E C

F E C

EXIT ACCESS TRAVEL

DISTANCE WITHIN

SUITE IS 54'

8F100B

MECHANICAL

EQUIPMENT

PENTHOUSE

6A

NEW EXTERIOR WALL AS PART

OF DEDUCT ALTERNATE #10

SEE DETAIL 15/AS502

TEMP WALL TO BE BUILT

HERE TO AVOID DEAD END,

INCLUDED AS PART OF

DEDUCT ALTERNATE #10

UNNOCCUPIED AND

INNACCESSIBLE SPACE AS

APART OF DEDUCT

ALTERNATE #10

STAIR 14

93' FEET EXIT ACCESS TRAVEL DISTANCE

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

2 HOUR FIRE/SMOKE BARRIER

1 HOUR FIRE/SMOKE BARRIER

FEC FIRE EXTINGUISHER CABINETS

LEGEND - LIFE SAFETY PLAN

EXIT PATH

SMOKE PARTITION

126 TOTAL OCCUPANTS X .3 OCCUPANCY FACTOR FOR STAIRS = 41.4" OF EXIT WIDTH REQUIRED

2 EXISTING STAIR EXITS PROVIDE TOTAL EXIT WIDTH OF 88"

GENERAL NOTES

1.

THE FLOOR FIRE RATING IS 2 HOURS. ALL PENETRATIONS SHALL BE FIRE STOPPED AND

SEALED AS REQUIRED TO MAINTAIN RATING USING UL LISTED METHODS

2.

THE ROOF FIRE RATING IS 1 1/2 HOURS. ALL PENETRATIONS SHALL BE FIRE STOPPED

AND SEALED AS REQUIRED TO MAINTAIN RATING USING UL LISTED METHODS

3.

ALL RATED WALLS SHALL BE LABELED ABOVE CEILINGS WITH STENCILED LETTERS IN

ACCORDANCE WITH IBC 703.7 AND HOSPITAL GUIDELINES.

4.

TRAVEL DISTANCES-BUSINESS OCCUPANCY WITH AUTOMATIC SPRINKLER 5.

COMMON PATH

MAX. TRAVEL DISTANCE TO EXIT

MAX. DEADEND

100 FEET

300 FEET

50 FEET

IBC TABLE 1014.3

IBC TABLE 1016.2

IBC 1018.4 EXCEPTION 2

6. STRUCTURAL FRAME SHALL BE PROTECTED WITH 2 HOUR FIRE RATING FOR THIS EIGHTH FLOOR

LEVEL ONLY WHERE STRUCTURE ONLY SUPPORTS ROOF LEVEL. (IBC TABLE 601)

7. STAIR 14 IS AN UNPROTECTED VERTICAL OPENING BETWEEN 7TH AND 8TH FLOOR COMPLYING

WITH LSC 18.3.1.2 AND 8.6.8.2-CONVENIENCE OPENINGS.

M D

C

F

B

A

E

KEY PLAN

NON SLEEPING SUITE - 2440 SF

PREVIOUS CONSTRUCTION UNDER SEPARATE CONTRACT

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGS

FARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE

TO REVIEW ENTIRE SET OF DOCUMENTS.

ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THE

PRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941 rchitects, P.C.

Elkhorn, L 3705 orthN

A

68022 treet

Nebraska

H 200th S

. INZ

L. Hinz Architects is

These plans are specifically designed for construction and are intended for no by Calvin L. Hinz Architects written consent of Calvin in part or whole without for use of this document other purposes. Permission prohibited.

Calvin L. Hinz Architects P.C.C 2020

CLH

VAMC Oklahoma City, OK

SPS EXPANSION

Office of

Construction and Facilities Management

1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321

VA FORM 08-6231

on e q ua rt er in ch o ne fo ot th re e ei g ht hs in ch o ne fo ot on e h al f in ch o ne fo ot th re e q ua rt er s in ch o ne fo ot on e in ch on e fo ot on e a nd on e h al f in ch es on e fo ot th re e in ch es o ne fo ot

F

E

D

C

A

B on e ei gh th in ch on e fo ot ARCHITECT/ENGINEERS:

Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

1.

2.

635-3411

F

Shaffer & Stevens

JJG

Department of Veterans Affairs

GI006

LIFE SAFETY PLAN - EIGHTH

FLOOR

JULY 10, 2020

1/8" = 1'-0"GI006

1 LIFE SAFETY PLAN - EIGHTH FLOOR

OCCUPANCY SCHEDULE- EIGHTH FLOOR

ROOM

NUMBE ROOM NAME AREA

OCCUPANT

LOAD

FACTOR OCCUPANTS

8F-155 UNIFORM DISTRIBUTION 250 SF 100 SF 2.504461

8F-156 WOMEN'S ENTRY 86 SF 50 SF 1.72987

8F-157 WOMEN'S LOCKER 581 SF 50 SF 11.620698

8F-158 WOMEN'S 228 SF 50 SF 4.566781

8F-158B WOMEN'S SHOWER 38 SF 50 SF 0.767246

8F-158C WOMEN'S SHOWER 34 SF 50 SF 0.681795

8F-159 JANITOR 30 SF

8F-159A MEN'S TOILET 36 SF 50 SF 0.72

8F-160 MEN'S 170 SF 50 SF 3.40848

8F-160A M. VEST 45 SF 50 SF 0.892084

8F-160A MEN'S TOILET 19 SF 50 SF 0.38875

8F-160C MEN'S SHOWER 35 SF 50 SF 0.700787

8F-160D MEN'S SHOWER 27 SF 50 SF 0.532518

8F-161 MEN'S LOCKER 592 SF 50 SF 11.833704

8F-161A MEN'S TOILET 19 SF 50 SF 0.389097

8F-162 LOUNGE 333 SF 15 SF 22.183137

8F-163 VESTIBULE 115 SF

8F-167 BREAKROOM 413 SF 15 SF 27.536614

8F-168 LINEN 51 SF

90.45602

4 5 6

D

E

F

G

H

G2

G1

(E)W14X43

(E )W

X5

(E)W10X22

(E)W10X22

(E )W

X5

(E)W14X43

(E )C

8X

.5

(E )C

8X

.5

(E)W14X43

(E)W10X22

(E)W10X22

(E )W

X5

(E )W

X5

(E )C

8X

.5

(E )C

8X

.5

(E)W14X43

L4x4x1/4, TYP. 4-SIDES

5 1/4" CONC. SLAB OVER 2"-20 GA.

MTL. DECK, (MATCH EXIST. SLAB,

FIELD VERIFY)

L4x4x1/4, TYP. 4-SIDES

5 1/4" CONC. SLAB OVER 2"-20 GA.

MTL. DECK, (MATCH EXIST. SLAB,

FIELD VERIFY)

(E) C8x11.5

NOTES:

1. TOP OF (E) STEEL = 1308'-11 3/8"

SS101(E)C8X11.5

(E)C8X11.5

20' - 9" 20' - 9"

7 8 9

B

C

A

8A

B1

A1

(E)W14X43

(E )W

X5

(E)W10X22

(E )W

X4

(E)W10X15

(E)W14X43

NOTES

1. 1 INDICATES 5 1/4" CONC. SLAB

(MATCH EXIST., FIELD VERIFY) W/

2"-20 GA. COMPOSITE METAL DECK

W/ 6x6-W2.1xW2.1 WWF

2. TOP OF (E) STEEL = 1320'-0 7/8"

SS105

SS105

L4x4x1/4

C12X20.7

HSS3X3X1/4

HSS3X3X1/4

(E)W10X22 (E)W10X22

(E)W10X22(E)W10X22

(E)W18X35 (E)W18X35

(E )W

X3

(E )W

X5

(E )W

X5

(E)W14X43

L4x4x1/4 TOILET PARTITION FRAMING

COORD. WITH ARCH.

L4x4x1/4 TOILET PARTITION FRAMING

COORD. WITH ARCH.

STAIR LANDING

SUPPORT

STAIR LANDING

SUPPORT

SIM.

SS106

SS106

WELD SHEAR TAB TO EXIST.

BEAM, SIM. TO DET. 3/SS105, TYP.

SS106

SS106

SS106

L2 1/2x2 1/2

BRACE

BEAR C12 ON CONC. SLAB

W/ L3x3x1/4x3" W/ 5/8" Ø

EXPANSION ANCHOR

REMOVE (E) W10

REMOVE (E) C10 REMOVE (E) W10

W 8X

W 8X

2'

1/

2" 3'

W12X26

W12X26

REMOVE (E) SLAB

SS105

L4x4x1/4

WELD SHEAR TAB TO EXIST.

BEAM, SIM. TO DET. 3/SS105, TYP.

20' - 9" 20' - 9"

3' - 4"

W 8X

3' - 6"

EXISTING 6TH FLOOR

1309'-4 5/8"

CONC. SLAB OVER 2"-20 GA. MTL.

DECK W/ 6x6-W2.1xW2.1 WWF

(E) C8 (E) C8

(E) BENT PL

(E) BENT PL

L4x4x1/4, 4 SIDES (E) CONC. SLAB

W/ MTL DECK

(E) CONC. SLAB

W/ MTL. DECK

1/4 3@12

8 9

C

8A

B1

SS106

SS106

SIM.

SIM.

C12X20.7

C12X20.7

C12X20.7

C9X13.4

C9X13.4

C

X2 0.

C 9X

.4

NOTES

1. 1 INDICATES 5" CONC. SLAB W/

2"-20 GA. COMPOSITE METAL DECK

TOP OF SLAB EL. = 1328'-5 5/8"

C12X20.7

SS106

SS106

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGS

FARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE

TO REVIEW ENTIRE SET OF DOCUMENTS.

ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THE

PRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941 rchitects, P.C.

Elkhorn, L 3705 orthN

A

68022 treet

Nebraska

H 200th S

. INZ

L. Hinz Architects is

These plans are specifically designed for construction and are intended for no by Calvin L. Hinz Architects written consent of Calvin in part or whole without for use of this document other purposes. Permission prohibited.

Calvin L. Hinz Architects P.C.C 2020

DRS

VAMC Oklahoma City, OK

SPS EXPANSION Office of Construction and Facilities Management

1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321

VA FORM 08-6231

on e qu ar te r in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e ha lf i nc h o ne fo ot th re e qu ar te rs i nc h o ne fo ot

6" 6" on e in ch on e fo ot on e an d on e ha lf in ch es fo ot

6"

6" th re e in ch es o ne fo ot

F

E

D

C

A

B on e ei gh th i nc h on e fo ot ARCHITECT/ENGINEERS:

Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

1.

2.

635-3411

F

Shaffer & Stevens

MGJ

Department of Veterans Affairs

9910 North 48th St, Omaha, NE 68152 402.455.7698

SS101

6th & 7th FLOOR FRAMING

JULY 10, 2020

1/4" = 1'-0"SS101

1 PARTIAL 6th FLOOR FRAMING (PHASE 2)

1/4" = 1'-0"SS101

2 PARTIAL 7th FLOOR FRAMING (PHASE 1)

1" = 1'-0"SS101

3 INFILL FRAMING DETAIL

1/4" = 1'-0"SS101

4 STAIR 14 @ LANDING (PHASE 1)

UP

5 6 7 8 9 10 11 1211A

B

C

D

E

F

G

H

A

9A8A

G2 G1

B1

C1

A1

6A

(E)W18X35 (E)W18X35 (E)W18X35 (E)W18X35

(E )W

X3

(E

)W

X4

(E )W

X3

(E

)W

X3

(E )W

X3

(E

)W

X3

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E

)W

X5

(E )W

X5

(E

)W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E )W

X5

(E)W14X43 (E)W14X43

(E )W

X5

(E )W

X5

(E )W

X5

(E)W14X43 (E)W14X43 (E)W14X43

(E)W14X43 (E)W14X43 (E)W14X43

(E)W14X43 (E)W14X43

(E )W

X5

(E )W

X5

(E)W14X43 (E)W14X43 (E)W14X43 (E)W14X43 (E)W14X43

(E)W14X43 (E)W14X43

(E)W14X43 (E)W14X43

(E)W14X43 (E)W14X43 (E)W14X43 (E)W14X43

(E)W10X22 (E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X33

(E)W10X39

(E)W14X43

(E)W10X26 (E)W14X26

(E)W14X26

(E)W10X26

(E)W10X22

(E)W14X26

(E)W10X33

W10X33

(E)W10X15 (E)W10X15 (E)W10X15

(E)W10X15(E)W10X15(E)W10X15(E )W

X5

(E )W

X6

(E )W

X6

(E )W

X5

(E)W14X43(E)W14X43 (E)W14X53

(E)W10X22

SS105

SS105

SS105

NOTES

1. TOP OF EXISTING (E) STEEL = 1333'-6 3/4"

W14X90W14X90W14X90W14X90

W14X90 W14X90

W14X90

W14X90 W14X90

W14X90 W14X90 W14X90 W14X90

W14X90

W14X90

SS103

PROVIDE DBL-STUDS

AT EA. CAGED

LADDER CONN.

SS102

PREFABRICATED BRICK PANEL

PREFABRICATED BRICK PANEL

PREFABRICATED BRICK PANEL

PREFABRICATED BRICK PANEL

PREFABRICATED BRICK PANEL

PREFABRICATED BRICK PANEL

C

X2 0.

REMOVE EXIST. SLAB

SS105

SS105

SS105

SIM.

2' - 5"

3'

8"

64' - 11"

20' - 9" 20' - 9" 20' - 9" 20' - 9" 20' - 9"

2' - 6"

20' - 9"

1"

HSS4X4X1/4HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

SS105

PHASE 3/DEDUCT

ALTERNATE #10

WORK HATCHED

REMOVE IN PHASE 3/DEDUCT

ALTERNATE #3

8 9

C

8A

B1

(E )W

X4

(E )W

X5

(E)W14X43

(E)W10X22

W10X33

C

X2 0.

(E)W10X22

W14X90

C12X20.7

C12X20.7

SS106 SIM.

SS106

HSS 4X4

COL., BELOW

WELD SHEAR TAB TO EXIST.

BEAM SIM. TO DET. 3/SS105

SS106

SS105

SIM.

CONNECT (E) W10

TO C12 W/ TYP SHEAR

TAB CONN. DET. 3/SS105

6' - 10"

3' - 2 1/2"

12' - 3" 8' - 6 1/4"

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGS

FARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.

CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE

TO REVIEW ENTIRE SET OF DOCUMENTS.

ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THE

PRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941 rchitects, P.C.

Elkhorn, L 3705 orthN

A

68022 treet

Nebraska

H 200th S

. INZ

L. Hinz Architects is

These plans are specifically designed for construction and are intended for no by Calvin L. Hinz Architects written consent of Calvin in part or whole without for use of this document other purposes. Permission prohibited.

Calvin L. Hinz Architects P.C.C 2020

DRS

VAMC Oklahoma City, OK

SPS EXPANSION Office of Construction and Facilities Management

1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321

VA FORM 08-6231

on e qu ar te r in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e ha lf i nc h o ne fo ot th re e qu ar te rs i nc h o ne fo ot

6" 6" on e in fo ot on e an d on e ha lf in ch fo ot

6"

6" th re e in ch es o ne fo ot

F

E

D

C

A

B on e ei gh th i nc h on e fo ot ARCHITECT/ENGINEERS:

Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

1.

2.

635-3411

F

Shaffer & Stevens

MGJ

Department of Veterans Affairs

9910 North 48th St, Omaha, NE 68152 402.455.7698

SS102

8th Floor Framing Plan

JULY 10, 2020

1/8" = 1'-0"SS102

1 8th FLOOR FRAMING (PHASE 1, UNLESS NOTED OTHERWISE)

1/4" = 1'-0"SS102

2 STAIR 14 @ 8TH FLOOR ENLARGED PLAN (PHASE 1)

UP

DN UP

DNUP

DN

DN

DN

DN

9 10 11 11A

B

C

9A

B1

A1 W18x35

W10x17

W10x17

W10x17

W10x17

W10x17

W18x35

W12x26

W18x35

W12x26

W12x26

W18x35

W x3

W x3

W x3

W x3

W x4

NOTES:

1. TOP OF STEEL ELEVATION = 1366'-4"

1/

2"

G

A.

M

ET

AL

D

EC

K

W

X1

W

X1

ROOF HATCH OPENING

SS105

8" CMU W/

#5 @ 48" O.C.

SS106

ROOF OPENING,

SEE ARCH.

W

X1

SS106

L4x4x1/4, TYP. @ EDGE

PREFABRICATED BRICK PANEL,

SEE ARCH.

SS106

L4x4x1/4, TYP. 4 SIDES

W10X17L4x4x1/4, TYP. 4 SIDES

8" CMU, TYP.

SS105

TYP.

8' - 6" 12' - 3" 2' - 6" 10' - 9"

8"

4' - 0" 3' - 8"

5'

4" 5'

0"

5'

1/

2" 5'

1/ 2"

5'

2"

1'

4"

9 10 11 11A

B

C

9A

B1

A1

(E )W

X3

(E

)W

X4

(E)W18X35

(E)W10X33

(E)W10X39

(E)W18X35

(E)W18X35

(E)W10X12

(E)W10X12

(E)W10X12

(E)W18X35

(E)W10X12

(E)W10X12

(E)W10X12

(E )W

X4

(E )W

X4

(E)W21X…