2013-28 VA Oklahoma City SPS - Addendum 1 Drawings.pdf

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 OF 3-STORIES & GREATER AND PASSAGEWAYS

SHALL BE A TWO HOUR RATED FIRE BARRIER. EXIT ACCESS STAIRWAYS OF

LESS THAN 3-STORIES SHALL BE A ONE 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 on e 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

5/4/2021ADDENDUM NO. 1

GI003

GENERAL NOTES

JULY 10, 2020 3

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

445 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

158 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

1 HOUR FIRE RATED WALL

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 on e 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

5/4/2021ADDENDUM NO. 1

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

334 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

260 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

M D

C

F

B

A

E

KEY PLAN

NON SLEEPING SUITE - 2440 SF

PREVIOUS CONSTRUCTION UNDER SEPARATE CONTRACT

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)

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 on e 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

5/4/2021ADDENDUM NO. 1

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 334 SF 15 SF 22.28138

8F-163 VESTIBULE 115 SF

8F-167 BREAKROOM 413 SF 15 SF 27.536614

8F-168 LINEN 51 SF

90.554263

DN

UP DN

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

STAIR

C7 4F

CORRIDOR

7F107H

GAS STOR

7F-107B

HAC

7F110A

CONTROL RM

7F108X

ANGIO EQUIP

7F125

ANTHES GAS

STOR

7F124

NEUROSURGERY

O.R.9

7F113

CLEAR CORE

EXPANSION

7F127

HSKP'G

7F129

STORAGE

7F130

X-RAY

STORAGE

7F131

HAC

7F133

ELECTRICAL

STAIR

7F-137

HEAD NURSE

7F-138

STORAGE

7F-139

CONTROL

PLASTER &

SPLINT

7F-134

ORTHOPEDIC

OR 5

7F-137

SCRUB

7F-114C

SUB STERILE

7F-126

BLOOD GAS

7F-128

CARDIAC OR

7F-113F

SUB-STER

7F-110

HYBRID O.R.

7F-107A

SCRUB

7F-113D

SUB-STER.

7F-100

TELEPHONE

C7-2F

ELEVATOR

LOBBY

P-8

ELEVATOR

P-7

ELEVATOR

P-9

ELEVATOR

P-10

ELEVATOR

7F150A

OFFICE

7F150

SECT'Y/WAITING

7F148

MASS

SPECROMETER

7F150B

ANESTH.

CLEAN-UP

AND STORAGE7F140

GENERAL OR

7F113B

SUBSTERILE

7F123

STORAGE

7F122

GENERAL OR

7F121

STORAGE

7F120

SCRUB

7F119

STORAGE

7F116

ELEC.CLOSET

7F118

GENERAL OR

7F113A

SUB STERILE

7F114

HAC

7F116A

ELEC. CLOS

7F141

SCRUB

7F142A

CONTROL

7F113E

SUB STERILE

7F143

X-RAY DIGITAL

ROOM

7F142

GENERAL OR 7

7F144

STORAGE

7F113G

SUB-STERILE

7F145

SCRUB

7F151

AMBULATORY

OR 8

7F152

ALCOVE

P-11

ELEVATOR

STAIR

NEW STAIR 14 UP

TO 8TH FLOOR

9A8A

G2

G1

S14A

NEW DOOR AND

FRAME

B1

C1

A1

8'-9"

7F107I

STORAGE

7F113H

EQUIP STOR. 7F109A

PUMP RM

7F112

IT CLO

7F109

CARDIAC OR 3

P-12

ELEVATOR

7F155

OR CTR

7F108D

SOIL 7F108A

CLEAN

7F103

CONSULT

7F108E

ISOLATION

7F154D

SOIL

7F154C

CLEAN

7F154B

TLT

7F154A

TLT

7F154F

STO.CLO.

7F154E

TLT

7F154H

STO. CLO.

7F154G

TLT

7F154

PRE-OP

C7 8F

CORRIDOR

C7 6F

CORRIDOR

7F107

ALCOVE

C73F

CORRIDOR

7F108

RECOVERY

7F108C

TLT

7F108B

TLT

C7-19F

CORRIDOR

C7-17F

CORRIDOR7F102

SURGICAL

WAITING

C7 2F

CORRIDOR C7 16F

CORRIDOR

7F101A

TLT

7F101B

TLT

C7 10F

CORRIDOR

C7 6F

CORRIDOR

C7 5F

CORRIDOR

7F107C

SCRUB

7F106

TLT

7F105

TLT

7F153

SOILED UTILITY

7F113

EXISTING

CLEAN CORE

C7 11F

CORRIDOR

C7 12F

CORRIDOR

7F149

STORAGE

7F147

TLT

7F146

TLT

MODIFY EXISTING

PERIMETER WALL AT

STAIR 14 AS

REQUIRED TO

CREATE 1 HOUR

WALL BETWEEN 7TH

& 8TH FLOOR

MODIFY EXISTING CHASES

AS REQUIRED TO

RECONNECT ROOF DRAINS

COORDINATE W/

PLUMBING - REFINISH TO

MATCH EXISTING

WORK SHOWN ON ARCHITECTURAL SEVENTH FLOOR PLAN IS AT STAIR 14 ONLY - SEE ALSO STRUCTURAL, ELECTRICAL, MECHANICAL AND FIRE PROTECTION FOR ADDITIONAL REQUIREMENTS. CONTRACTOR SHALL REPAIR TO MATCH EXISTING OR BETTER ANY ITEMS AND FINISHES TO REMAIN THAT ARE DISTURBED BY WORK SHOWN ON STRUCTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION.

LAYOUT SHOWN REFLECTS PROPOSED OPERATING ROOM EXPANSION TO BE PERFORMED UNDER SEPARATE CONTRACT

NOTES

1.

2.

SEE SHEET GI002 - SHEET INDEX FOR LOCATION OF ROOM FINISH SCHEDULE, DOOR SCHEDULE, DOOR TYPES, WINDOW TYPES, AND WALL TYPES.

3.

SEE SHEET GI003 FOR MATERIAL AND ARCHITECTURAL SYMBOLS.4.

SEE SHEET GI003 FOR GENERAL INFORMATION INCLUDING GENERAL ARCHITECTURAL NOTES.5.

22'-3"

AS304

A1

6A

9'-4"

11'-4"

M D

C

F

B

A

E

KEY PLAN

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 on e 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

5/4/2021ADDENDUM NO. 1

AS102

ARCHITECTURAL FLOOR PLAN -

SEVENTH FLOOR

JULY 10, 2020

1/8" = 1'-0"AS102

1 7TH FLOOR - NEW CONSTRUCTION

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

8F100A

MECHANICAL

EQUIPMENT

PENTHOUSE

9A8A

G2

G1

8F-161

MEN'S LOCKER

8F-162

LOUNGE

C8-15

CORRIDOR

C8-14

CORRIDOR

8F-155

UNIFORM

DISTRIBUTION

8F-167

BREAKROOM

C8-17

CORRIDOR

8F-157

WOMEN'S

LOCKER

8F-158

WOMEN'S

8F-160

MEN'S

8F-159

JANITOR

C8-16

LOBBY

AS301

AS201

EA

EB

EC

EE

EG

EG

EG

B1

C1

A1

AS303

AS3027

STAIR

AS301

AS302

AS401

8F-168

LINEN

25'-6"

AS104

AS104

AS401

IN THIS AREA-UNDER SEPARATE CONTRACT

EXISTING ROOF TOP EQUIPMENT MOVED

IN THIS AREA-UNDER SEPARATE CONTRACT

NEW ADDITION CONSTRUCTED

C8-14

SOUND RATED

WALL

90 LOCKERS

ADA BENCH

C8-16

C8-17 8F160A

8F159

8F156

8F158A 8F158B

8F158C

8F160D

8F160C

8F168A

NEW

ELEVATOR

DOOR

S14B

24" DEEP X

12" WIDE X

72" TALL

4'-10"

7'-5"

8F-111

ISOLATION ICU

PAT RM

8F-110

ANTE ROOM

8F-109

ICU PAT RM

8F-108

ICU PAT RM

8F-107

ICU PAT RM

8F-106

ICU PAT RM

8F-112

ICU PAT RM

8F-113

ICU PAT RM

8F-114

ICU PAT RM

8F-115

TEAM ROOM

8F-116

STAFF LOUNGE

8F-117

ICU PAT RM

8F-118

ICU PAT RM

8F-119

ICU PAT RM

8F-120

ICU PAT RM

8F-148

NURSE

STATION

8F-146

NOURISHMENT

8F-147

MEDS

8F-142

CLEAN LINENS

8F-143

SIGNAL CLOSET

8F-144

HAC

8F-145

CLEAN

SUPPLIES

8F-139

SOILED UTILITY

8F-140

CLEAN UTILITY

C8-9

CORRIDOR

C8-7

CORRIDOR

C8-8

CORRIDOR

C8-13

CORRIDOR

C8-10

CORRIDOR

8F-123

ANTE ROOM

C8-11

ELEVATOR

LOBBY

8F-121

ISOLATION ICU

PAT RM

8F-122

ICU PAT RM

8F-125

ON CALL

8F-124 T/S

8F-126W

COMM.RM

P-8

ELEVATOR

P-7

ELEVATOR

P-9

ELEVATOR

P-10

ELEVATOR

8F-126

COMM.CLO

STAIR

C8-2

ELEVATOR

LOBBY

8F-130

NURSE

STATION

8F-133

ELECTRIC

CLOSET

8F-134

EQUIP.

STORAGE

8F-135

OFFICE8F-136

TRASH

C8-5

CORRIDOR

8F-100

MEN'S

8F-101

WOMENS8F-102

ICU PAT RM

8F-103

ICU PAT RM

8F-104

ICU PAT RM

8F-105

ICU PAT RM

C8-3

CORRIDOR

C8-6

CORRIDOR

C8-1

CORRIDOR

P-11

ELEVATOR

8F161 8F162

AS903 58

AS903 4

AS904

AS904

AS904

AS904

AS905

AS904

AS904

AS904

AS905 3

AS905

1'-4"

AS402

6'-0"

1'-5 1/8"

AS402

AS402

AS403

AS403

8F-160D

MEN'S SHOWER

RELOCATE EXISTING

EXHAUST FAN-SEE MECH.

RELOCATE EXIST RELIEF

HOOD SEE MECH.

P-12

PATIENT

ELEVATOR

LAYOUT SHOWN REFLECTS PROPOSED OPERATING ROOM EXPANSION AND EIGHTH FLOOR SICU ADDITION TO BE PERFORMED UNDER SEPARATE CONTRACT

NOTES

1.

SEE SHEET GI002 - SHEET INDEX FOR LOCATION OF ROOM FINISH SCHEDULE, DOOR SCHEDULE, DOOR TYPES, WINDOW TYPES, AND WALL TYPES.

2.

SEE SHEET GI003 FOR MATERIAL AND ARCHITECTURAL SYMBOLS.3.

SEE SHEET GI003 FOR GENERAL INFORMATION INCLUDING GENERAL ARCHITECTURAL NOTES.4.

AREA A - SEE SHEET AS110

AREA B - SEE SHEET AS110

MATCHLINE

20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 2'-6" 10'-9" 10'-0"

EXISTING ROOF DRAINS TO

REMAIN - PROTECT

E X P

JT

2'-8" 18'-1" 2'-8" 18'-1" 2'-8" 18'-1" 2'-8"

EB EB

AS2012

8F-129

WAITING ROOM

8F100B

MECHANICAL

EQUIPMENT

PENTHOUSE

INSTALL SELF LEVELING UNDERLAYMENT OVER FINISHED FLOOR SURFACE. MAXIMUM DEPTH OF 3/4". VERIFY

AND COORDINATE FINAL FLOOR ELEVATION WITH ALL ELEMENTS.

5.

8'-0"

6A

14'-0"

24" DEEP X

12" WIDE X

72" TALL

90 LOCKERS

AS404

CAGED LADDER TO ROOF

AS404

AS404

AS405

AS405

AS402

1'-5 1/8"

C R

8F155

1'-4"

EXP. JT.

AS502

EA

INSTALL 4" HIGH LIGHTWEIGHT CONCRETE BASE UNDER LOCKERS. COORDINATE WITH LOCKER LAYOUT AND

BASE.

6.

8F163

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.

ROOFING SYSTEM

IN THIS AREA- SEE

DETAIL 3/AS105

ROOFING SYSTEM

IN THIS AREA- SEE

DETAIL 3/AS105

ROOFING SYSTEM

UNDER RAISED DECK

& EQUIPMENT- SEE

DETAIL 3/AS105

SIM

8F162A

AS903

10'-0"

10'-0"

9'-8 1/2"

TEMP WALL TO BE BUILT

HERE TO AVOID DEAD END,

INCLUDED AS PART OF

DEDUCT ALTERNATE #10

NEW EXTERIOR WALL AS PART

OF DEDUCT ALTERNATE #10

SEE DETAIL 15/AS502

UNNOCCUPIED AND

INNACCESSIBLE SPACE AS

APART OF DEDUCT

ALTERNATE #10

THIS AREA TO BE

INCLUDED AS PHASE

3 IN BASE BID, AND

IS ALSO DEDUCT

ALTERNATE #10.

STAIR 14

M D

C

F

B

A

E

KEY PLAN

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 on e 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

5/4/2021ADDENDUM NO. 1

AS103

ARCHITECTURAL FLOOR PLAN -

EIGHTH FLOOR

JULY 10, 2020

1/8" = 1'-0"AS103

1 EIGHTH FLOOR-NEW CONSTRUCTION

UP

DNDN

DN

DN

DN

DN

UP

UP

9 10 11 11A

B

C

9A

B1

C1

A1

AS303

AS302

AS301

AS302

STAIR 7

9F-111

PENTHOUSE

9F-110

MACHINE

ROOM

EXISTING

EXTERIOR

MASONRY WALL

EXISTING

LINEN CHUTE

1348'-11 3/8"

INSTALL RELOCATED

ELEVATOR MACHINE

EQUIPMENT-PROVIDE

NEW CONTROLLER

AND BELT-

COORDINATE WITH

ELEVATOR EQUIPMENT

MFR.

NEW STAIR FROM

EIGHTH FLOOR TO

PENTHOUSE

T.O.CONCRETE-ROOF

1'-4" 23'-3"

S7A

AS104

9F111

60 DEGREE STAIR

TO ROOF DECK

1356'-2 1/8"

F E C

10 LB ABC

0" 10'-7"

MAIN LINES

AND LIGHT SW

9F110

CONCRETE SLAB INFILL

MAINTAIN 2 HR RATING

TR

E A D S

'2

TR

E

AD

S

4"

LADDDER TO ROOF

AS404

AS404

FLOOR ELEVATION : 1356'-2 1/8"

(EXISTING PENTHOUSE ROOF SLAB)

1356'-2 1/8"

1350'-2"

AS501

5'-1 1/2"

E Q

E Q

P2

L2

L2

ELEVATOR EQUIPMENT

CHASE FOR SHAFT EXHAUST TO ROOF

AS501

8 9

C

8A

AS301

B1

AS301

S14B

AS905

9 TREADS @ 11" = 8'-3" 3'-9 3/4"

C

LE

AR

G

1334'-1 3/4"

2'-9 5/8" 9'-5 3/8" 6'-9 3/4" 1'-8 1/4"

NOTE: 3'-8"

CLEAR DIMENSION

DOES NOT

INCLUDE

HANDRAILING

2'-2 3/4"

14'-9 1/2"

4 1/4"

K

D1

9 10 11 11A

B

C

9A

B1

C1

A1

AS303

AS302

AS301

AS302

STAIR

C8-16

LOBBY

8F-168

LINEN

C8-15

CORRIDOR

P-11

ELEVATOR

8F168A

C8-16

NEW

ELEVATOR

DOOR

ADD STOP AND

EXTEND

ELEVATOR TO

EIGHTH FLOOR

C8-17

NEW CONCRETE FLOOR SLAB

MATCH FINISH ELEVATION OF EXISTING

ROOF SLAB

1'-10"

CONCRETE STEPS

TO NEW FLOOR ELEVATION

AS905 3

10'-4"

1'-4"

INFILL EXISTING OPENING

WITH MASONRY TO MATCH

NEW RATED

ACCESS

DOORS-B

LABEL - SELF

CLOSING AND

SELF LATCHING

AS404

AS404

8F-155

UNIFORM

DISTRIBUTION

G L2

1334'-1 3/4"

1332'-5 1/8"

1326'-1 5/8"

FLOOR ELEVATION : 1334'- 1 3/4"

(EXISTING ROOF ELEVATION + 3/4" SELF LEVELING UNDERLAYMENT)

CREATE INTAKE

THROAT & FINISH

PENETRATIONS IN

LINEN CHUTES TO

MATCH OPENINGS @

OTHER FLOORS

K A1

G

S7B

9 10 11 11A

B

C

9A

B1

A1

AS303

AS302

AS301

AS302

EXPOSED STEEL STRUCTURE- SPRAY WITH FIREPROOFING

A.F.F.

2' x 2' ACT 8'-0"

AS2012

AS404

ROOF HATCH

COORDINATE LIGHT

LOCATION WITH ELEVATOR

EQUIPMENT

9 10 11 11A

B

C

9A

B1

C1

A1

STAIR

REMOVE CMU WALL FROM EIGHTH

FLOOR TO MACHINE ROOM FLOOR

REMOVE EXISTING

FLOOR SLAB AT

EL. 1338'-11

5/8"

REMOVE EXISTING

MACHINE ROOM FLOOR

SLAB AT EL. 1345'-10

3/8"

REMOVE LADDER

AND ACCESS DOOR

REMOVE EXISTING

LOUVER- INFILL W/

MASONRY TO

MATCH

RENOVE EXISTING

PENTHOUSE ROOF SLAB

REMOVE

EXISTING TRAP

DOOR

REMOVE ROOF SCUTTLE

AND ACCESS LADDER

REMOVE EXISTING

ROOF EXHAUST

ABOVE

EXISTING

PENTHOUSE ROOF

BEAM REMAINS-

SEE STRUCTURE

REMOVE ROOF

DRAIN @ROOF

REMOVE EXISTING

ELEVATOR MACHINE

9 10 11 11A

T.O.S.- PENTHOUSE ROOF

1366'-4"

9A

8A

AS301

8TH FLOOR ROOF TOS

1348'-3"

T.O. PENTHOUSE WALL

1369'-7"

AS303

AS302

PENTHOUSE FLOOR

1356'-2 1/8"

9F111

AS404

EXISTING LINEN CHUTE

EXISTING MASONRY

PARAPET WALL

PREFABRICATED BRICK PANEL

EXISTING MASONRY WALL

STAIR 14 ENCLOSURE

60 DEGREE STAIR TO ROOF DECK

COUNTERFLASHING

METAL COPING

HOLLOW METAL DOOR AND

FRAME FLASH NEW ROOFING

MEMBRANE INTO EXISTING

CURB AT LINEN CHUTE

REMOVE EXISTING BRICK

MASONRY COPING AND INSTALL

NEW METAL COPING - SEE

DETAILS

COUNTERFLASHING

NEW ROOF MEMBRANE

AND INSULATION SYSTEM.

TAPERED INSULATION

SLOPE TO SCUPPER

MEMBRANE ROOF

SYSTEM W/

INSULATION

METAL ROOF DECK

SEE STRUCTURE

STEEL BEAM-TYP.

SEE STRUCTURE

MEMBRANE FLASHING

EH

SLOPED ROOF

W/MECH

FASTEN TPO

GUTTER

DOWNSPOUT

SPLASH PAN

ALUMINUM WINDOW

MEMBRANE FLASHING AND

COUNTERFLASHING

AS703

AS703

AS703

8 9

C

8A

AS301

B1

AS301

EH

2'-0 1/2" 14'-0" 1'-8"

EH

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 on e 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

5/4/2021ADDENDUM NO. 1

AS104

PENTHOUSE AND MACHINE

ROOM PLAN

JULY 10, 2020

1/4" = 1'-0"AS104

1 PENTHOUSE FLOOR PLAN

1/4" = 1'-0"AS104

4 STAIR 14 ENLARGED PLAN @ 8TH FLOOR

1/4" = 1'-0"AS104

2 STAIR 7 ENLARGED PLAN

1/4" = 1'-0"AS104

3 PENTHOUSE FLOOR-REFLECTED CEILING PLAN

ROOF FOR STAIR 14

1/4" = 1'-0"AS104

DEMOLITION PLAN @ EXIST. MACHINE ROOM & EXIST.

PENTHOUSE ROOF LEVEL1/4" = 1'-0"AS104

6 SOUTH PENTHOUSE ELEVATION

1/4" = 1'-0"AS104

7 STAIR 14 ENLARGED CLERESTORY PLAN

NOTE: REMOVE EXISTING ROOFING,

INSULATION AND BALLAST TO CONCRETE

ROOF DECK OF PENTHOUSE

DN

UP

6 7 8 9 10 11 11A

B

C

D

E

A

9A8A

AS301

AS201

B1

C1

A1

AS303

AS302

AS301

AS302

AS401

AS401

8F-161

MEN'S LOCKER

8F-162

LOUNGE

C8-15

CORRIDOR

8F-155

UNIFORM

DISTRIBUTION

8F-167

BREAKROOM

C8-17

CORRIDOR

8F-157

WOMEN'S

LOCKER

8F-158

WOMEN'S

8F-160

MEN'S

8F-159

JANITOR

C8-16

LOBBY

EA

EB

EC

EE

EG

STAIR

8F-168

LINEN

C8-16

C8-17

8F160A

8F159

8F156

8F158A

8F158B8F158C

8F160D

8F160C

8F168A

NEW

ELEVATOR

DOOR

S14B

24" DEEP X

12" WIDE X

72" TALL

P-11

ELEVATOR

8F161

8F162

AS903 5

AS903 4

AS904

AS904

AS904

AS904

AS905

AS904

AS904

AS904

AS905 3

1'-6" 1'-6" 1'-6" 1'-6" 1'-4"1'-4" 1'-4"

1'-4 5/8"

5'-10 7/8" 6'-3 7/8"3'-3 7/8" 3'-4"

1'-6 1/8"

CLEAR

6'-0"

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

3'-1"

4'-3 7/8"

8F-156

WOMEN'S

ENTRY

8F157A

8F157

AS905

AS402

AS402

AS402

AS402

8F-163

VESTIBULE

8F163

8F-160A

M. VEST

8F160E

8F160B

2'-8" 18'-1" 1'-4"1'-4" 18'-1" 1'-4"1'-4" 18'-1" 2'-8"

EB

EB

A

A

KM SIM

L2

A A

E

A

E

A

A

K

A1

E A1

E A

A

A

B

K

A

Q

FS

AREA A

AREA B

AS2012

RELOCATED CAGE LADDER

AS501

AS501

AS501

6A

AS501

AS501

9 AS501

EA

AS501

AS404

AS404

AS405

AS405

5'-11 1/4" 1'-4 3/4" 14'-0"

1'-2 1/2" 7'-4"

4'-1 3/4" 20'-9"

FS

5'-7"

6'-0" 5'-3 1/4" 11'-0" 22'-10 1/4" 12'-1 7/8"

5'-9" 17'-2 1/4"

1'-4" 5'-3 3/8" 5'-6" 15'-3 1/8" 10'-4 5/8" 10'-6" 3'-5 3/8" 6'-2" 3'-6 1/4" 3'-1"

4'-3" 3'-2 3/4"

Q

G

8F168B8F168C

1'-4" 2'-8" 2'-0" 2'-8"

11'-1" 9'-2" 3'-1" 9'-9 3/4"

2T @11"

1'-10"

C

AS704

SIM

8F155

E

E

C

A1

A1

A

A

AS704

K

C R

FE

FEC

F E

C

FEC

AS903

10'-2 7/8"

8F162A

D1

STAIR 14

9 10 11

E

F

G

H

9A8A

G2

G1

AS301

C8-15

CORRIDOR

C8-14

CORRIDOR

EG

EG

EG

C8-14

8F-126

COMM.CLO

C8-5

CORRIDOR

8F-100

MEN'S

C8-1

CORRIDOR

AS903 58

AS403

AS403

AREA A

AREA B

8F-129

WAITING ROOM

AS501

AS704

AS404

FEC

AS403

THIS AREA TO BE

INCLUDED AS PHASE

3 IN BASE BID, AND

IS ALSO DEDUCT

ALTERNATE #10.

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

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 on e 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

5/4/2021ADDENDUM NO. 1

AS110

EIGHTH FLOOR - AREA A & B

JULY 10, 2020

1/4" = 1'-0"AS110

1 EIGHTH FLOOR-AREA A

1/4" = 1'-0"AS110

2 EIGHTH FLOOR-AREA B

LINEAR SHOWER DRAIN

SEE PLUMBING-TYP.

CR

CRCR

EXISTING 6TH FLOOR

1309'-4 5/8"

EXISTING 7TH FLOOR

1320'-6 1/8"

8TH FLOOR

1334'-1"

B C D E

A

AS201

T.O.W.

1352'-9"

8TH FLOOR ROOF TOS

1348'-3"

B1 C1A1

AS302

AS301

AS304

AS401

6F-114

MEN ENTRY 6F-112

SOILED

RECEIVING AND

DECONTAMINATION

AREA

6F-110P

PREP

ASSEMBLY AND

STERILIZATION

8F-157

WOMEN'S

LOCKER

C8-17

CORRIDOR

STAIR 14

8F-162

LOUNGE

8F-167

BREAKROOM

24" X 12" X 72" H

LOCKERS WITH BENCH

GYPSUM BOARD SOFFIT W/

DOWNLIGHTING

ALUMINUM WINDOW

FOR DAYLIGHTING

SUSPENDED 2X2 ACT WITH

RECESSED LED LIGHTING

METAL DECK WITH GYPSUM BOARD

AND FIREPROOFING

CONTINUOUS RIGID INSULATION

MEMBRANE ROOFING

METAL COPING

PREFARICATED

BRICK PANELS

WITH STEEL STUD

BACK UP

CLEARSTORY

ALUMINUM

WINDOW

SMOKE TIGHT

PARTITION

CONCRETE INFILL

OF PREVIOUS

STAIR OPENING

ONE HOUR

RATED WALL

METAL PAN

WITH

CONCRETE FILL

STAIRS

AND PIPE

HANDRAILS

SOFFIT WITH

LED DOWNLIGHTING

SICU EIGHT FLOOR ADDITION UNDER SEPARATE CONTRACT

PERIMETER COVE

LIGHTING

STEPPED GYPSUM BOARD SOFFIT

GWB CEILING WITH

RECESSED LIGHTING

6F111

6F111B

AN

D

E X P

AN

S

IO

N

O F S P S

S

IX

TH

FL

O O R

R E N O V

AT

IO

N

R E N O

VA

TI

O N

M E N

AN

D

W O M E N

LO

C K E R

R O O M

E

IG

H

TH

FL

O O R

AD

D

IT

IO

N

SMOKE TIGHT

PARTITION

AS104

MECH. PENTHOUSE ROOF

1345'-7"

EXIST. 8TH FLR. & STAIR LANDING

1332'-5 1/8"

T.O.BEAM

1354'-5 3/4"

6F110NA

6F-122

ACCESS

6F-114C

MEN LOCKER

7F154

PRE-OP

EXHAUST FAN

SEE MECH

DIAGONAL BRACING FOR

BULKHEADS- TYPICAL

FURNISHINGS BY OWNER-TYP.

SELF LEVELING

UNDERLAYMENT

AS402

C6-7C

EXISTING 6TH FLOOR

1309'-4 5/8"

EXISTING 7TH FLOOR

1320'-6 1/8"

8TH FLOOR

1334'-1"

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

T.O.S.- PENTHOUSE ROOF

1366'-4"

9A8A

AS301

T.O.W.

1352'-9"

8TH FLOOR ROOF TOS

1348'-3"

T.O. PENTHOUSE WALL

1369'-7"

AS303

PENTHOUSE FLOOR (PREVIOUS ROOF SLAB)

1356'-2 1/8"

AS302

AS304

18F100A

MECHANICAL

EQUIPMENT

PENTHOUSE

6F-106

MECHANICAL

EQUIPMENT

ROOM

6F-110M

STERILE

STORAGE

6F-112

SOILED

RECEIVING AND

DECONTAMINATION

AREA C6-7

LOBBY

C6-10

LOBBY

C8-16

LOBBY

STAIR 14

8F-161

MEN'S LOCKER

8F-160C

MEN'S SHOWER

9F-111

PENTHOUSE

EXISTING EXPANSION JOINT

FR

O M

TH

TO

TH

S

TA

IR

INFILL FLOOR OPENING WITH

2 HOUR RATED FLOOR CONSTRUCTION

NEW LOBBY FLOOR AT EXISTING

SLAB ELEVATION-SEE STRUCTURE

STAIR TO EIGHTH FLOOR ELEVATION

STAINLESS STEEL PIPE RAIL

SUSPENDED 2X2 ACT CEILING

PREFABRICATED

BRICK WALL PANEL

WITH STEEL STUD

BACK-UP

METAL COPING

ROOF MEMBRANE

CONTINUOUS RIGID INSUL.

STEEL ROOF DECK

8F162 S14B

24" X 12" X 72"

LOCKER

W/BENCH

PREFABRICATED

BRICK WALL PANEL

WITH STEEL STUD

BACK-UP

METAL COPING ROOF MEMBRANE

R30 CONTINUOUS INSUL.

STEEL ROOF DECK

HVAC UNIT

MECH. PENTHOUSE ROOF

1345'-7"

EXIST. 8TH FLR. & STAIR LANDING

1332'-5 1/8"

T.O.BEAM

1354'-5 3/4"

6A

AS404

9F110

ROOF HATCH

ELEVATOR SHAFT RELIEF HOOD

SEE MECHANICAL

S7A

EH

C6-7A6F112D

AS402

PENTHOUSE ADDITION FOR ELEVATOR EXTENSION

EXISTING MECHANICAL PENTHOUSE TO REMAIN

SIXTH FLOOR MECHNICAL ROOM - SEE MECHANICAL

SELF LEVELING

UNDERLAYMENT

GYPSUM WALLBOARD BULKHEAD

AS501

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 on e 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…