Department of Veterans Affairs John J. Pershing VAMC

© C

annon D

esig

n 2

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All

rights

reserv

ed. N

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of th

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ay

be r

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Consultants:

BOSTON NEW YORK BALTIMORE WASHINGTON DC BUFFALO TORONTO MONTREAL CHICAGOST. LOUIS VANCOUVER SAN FRANCISCO LOS ANGELES PHOENIX SHANGHAI MUMBAI DELHI

12/1

4/2

015 5

:36:5

4 P

M

1500 N Westwood Blvd, Poplar Bluff, MO 63901

John J. Pershing VAMC Clinical &Urgent Care Addition

VA PROJECT NO. 657-351CONSTRUCTION DOCUMENTS - FINAL BID DOCUMENTS

DECEMBER 14, 2015

Department of Veterans Affairs

Landmark EngineeringGroup, Inc.

Civil Engineer2834 104th Street

Urbandale, IA 50322515.221.1322

GatewayGeotechnical, LLC

GeotechnicalEngineer

17736 Edison AvenueChesterfield, MO

63005636.532.7747

SWT DesignLandscape Architect

7722 Big Bend BoulevardSt. Louis, MO 63119

314.644.5700

HinmanConsulting

Engineers, IncPhysical SecurityOne Bush Street,

Suite 510San Francisco, CA

94104415.621.4423

The Schachinger GroupElevator

4255 Stoney Creek DriveFort Collins, CO 80525

703.608.2263

SidePlateSteel Frame

25909 Pala, Ste 200, 92691Mission Viejo, CA

949.305.7889

C

D

AC AIR CONDITIONINGACC ACCESSIBLEACM ASBESTOS CONTAINING MATERIALADJ ADJACENTAFF ABOVE FINISHED FLOORAGF ARCHITECTURAL GLASS FLOORINGAHU AIR HANDLING UNITALUM ALUMINUMALT ALTERNATEAPC ACOUSTICAL PANEL CEILINGAPPROX APPROXIMATEARCH ARCHITECT(URAL)ASN ABRASIVE STAIR NOSINGATC ACOUSTICAL TILE CEILINGAUTO AUTOMATICAWP ACOUSTICAL WALL PANEL

BLDG BUILDINGBLKG BLOCKINGBRG BEARINGBSMT BASEMENT

C COURSECFCI CONTRACTOR FURNISHED - CONTRACTOR INSTALLEDCF CONDUCTIVE FLOORINGCFMF COLD-FORMED METAL FRAMINGCG CORNER GUARDCIP CAST-IN-PLACECJ CONTROL JOINTCL CENTERLINECLG CEILINGCLO CLOSETCLR CLEAR(ANCE)CLRM CLASSROOMCMT CERAMIC MOSAIC TILECMTB CERAMIC MOSAIC TILE BASECMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCOMM COMMUNICATIONCONC CONCRETECONF CONFERENCECONT CONTINUOUSCONTR CONTRACT(OR)CORR CORRIDORCPT CARPET(ING)CR CRASH RAILCT CERAMIC TILECTB CERAMIC TILE BASECUH CABINET UNIT HEATERCW CASEWORK

DEMO DEMOLISH / DEMOLITIONDEPT DEPARTMENTDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDN DOWNDS DOWNSPOUT

ICRA INFECTION CONTROL RISK ASSESSMENTID INSIDE DIAMETERILSM INTERIM LIFE SAFETY MEASUREINST INSTALL(ED)INSUL INSULATION / INSULATEDINT INTERIOR

JAN JANITORJCAP J CAP SPACE MOULDINGJT JOINT

KIT KITCHEN

LAB LABORATORYLAM LAMINATE(D)LAV LAVATORYLGT LENGTHLH LEFT HANDLIN LINOLEUMLP LOW POINTLT LIGHTLTWT LIGHTWEIGHTLVT LUXURY VINYL TILE

S SEALEDSDF STATIC DISSIPATIVE FLOORINGSECT SECTIONSGT STRUCTURAL GLAZED TILESHR SHOWERSHT SHEETSIM SIMILARSM SPECIALIZED METALSOG SLAB-ON-GRADESP SAFETY PADSPEC SPECIFY / SPECIFICATIONSPF SPRAYED POLYURETHANE FOAMSQ SQUARESS SOLID SURFACE / SURFACINGSST STAINLESS STEELST STONESTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURE / STRUCTURALSUSP SUSPENDEDSV SHEET VINYLSWC SPECIAL WALL COATING

T TREADTB TACK BOARDTBD TO BE DETERMINEDTEMP TEMPORARYTER TERRAZZOTERB TERRAZZO BASETEXT TEXTURETHK THICK(NESS)TLT TOILETTOS TOP OF STEELTOW TOP OF WALLTP TANGENT POINTTS TACKABLE SURFACETRSLT TRANSLUCENTTYP TYPICALT&G TONGUE & GROOVE

UC UNDERCOUNTERUPH UPHOLSTERYUNO UNLESS NOTED OTHERWISE

VAC VACUUMVC VA PROFIDED, CONTRACTOR INSTALLEDVCT VINYL COMPOSITION TILEVEST VESTIBULEVET VINYL ENHANCED TILEVIF VERIFY IN FIELDVNL VINYLVTR VENT THROUGH ROOFVWC VINYL WALL COVERING

WAF WOOD ATHLETIC FLOORINGWC WATER CLOSETWCV WALL COVERINGWD WOODWDWTR WINDOW TREATMENTWP WORK POINTWPC WOOD PANEL CEILINGWT WEIGHT

EA EACHEIFS EXTERIOR INSULATION FINISH SYSTEMEJ EXPANSION JOINTELEC ELECTRIC(AL)EL ELEVATIONELEV ELEVATOREM ENTRANCE MATSEMB ELECTRONIC MARKER BOARDEMER EMERGENCYEOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTER EPOXY RESINEST ESTIMATE(D)EXH EXHAUSTEXIST EXISTINGEXP EXPANSIONEXPD EXPOSEDEXT EXTERIOREWC ELECTRIC WATER COOLER

FD FLOOR DRAINFDTN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFG FOOT GRILLEFHC FIRE HOSE CABINETFIN FINISH(ED)FLR FLOORFRT FIRE RETARDANT TREATEDFT FOOT/FEETFTG FOOTINGFURN FURNISH(ED) / FURNISHINGSFWP FABRIC WRAPPED PANEL

GA GAUGE / GAGEGALV GALVANIZEDGFRC GLASS FIBER REINF CONCRETEGFRG GLASS FIBER REINF GYPSUMGL GLASSGLMT GLASS MOSAIC TILEGLMU GLASS MASONRY UNITGLT GLASS TILEGST GLASS STAIR TREADGWB GYPSUM WALL BOARDGYP GYPSUM

HDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHOSP HOSPITALHP HIGH POINTHPC HIGH PERFORMANCE COATINGHPDL HIGH PRESSURE DECORATIVE LAMINATEHR HANDRAILHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTHVAC HEATING-VENTILATING-AIR CONDITIONINGHWB HEAT WELDING BEAD

PBD PARTICLE BOARDPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPCONC POLISHED CONCRETEPERF PERFORATE(D)PL PLATEPLP PLASTIC PANELPLYWD PLYWOODPREFAB PREFABRICATEDPREFIN PREFINISHEDPRT POLY RESIN TILEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPLSHD POLISHEDPMT PORCELAIN MOSAIC TILEPNT PAINT(ED)PT PORCELAIN TILEPTB PORCELAIN TILE BASE

QT QUARRY TILEQTB QUARRY TILE BASEQTY QUANTITY

R RISERRAD RADIUSRAF RESILIENT ATHLETIC FLOORINGRBF RUBBER FLOORINGRBRT RUBBER TILERCP REFLECTED CEILING PLANRD ROOF DRAINREF REFER TO / REFERENCE TOREFG REFRIGERATORREINF REINFORCED / REINFORCINGREQD REQUIREDRES RESILIENTRESB RESILIENT BASEREV REVISE / REVISIONRF RESINOUS FLOORINGRFG ROOFINGRH RIGHT HANDRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRSN RESILIENT STAIR NOSINGRST RESILIENT STAIR TREADRT RESILIENT TILERTU ROOF TOP UNITRV RIGID VINYL

MACH MACHINEMARB MARBLEMAS MASONRYMATL MATERIALMAX MAXIMUMMB MARKER BOARDMCM METAL COMPOSITE MATERIALMECH MECHANICALMES METAL EDGE STRIPMEZZ MEZZANINEMFR MANUFACTURER / MANUFACTUREDMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMPC METAL PANEL CEILINGMSS METAL SUSPENSION SYSTEMMTL METALMW MILLWORK

NIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISHED - CONTRACTOR INSTALLEDOFF OFFICEOFOI OWNER FURNISHED - OWNER INSTALLEDOH OVERHEADOPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAIN

GENERAL NOTES

1. ENCLOSE ALL EXPOSED DUCTS, PIPES, CONDUITS, ETC. IN FINISHED SPACE WITHCONSTRUCTION AND FINISH TO MATCH ADJACENT CONSTRUCTION UNO.

2. PROVIDE ACCESS DOORS OF APPROPRIATE SIZE, TYPE AND FIRE RATING FOR ALL CONCEALEDITEMS THAT REQUIRE ADJUSTMENT, MAINTENANCE, MONITORING, ETC. COORDINATE LOCATIONSWITH ARCHITECT.

3. DO NOT DETERMINE DIMENSIONS AND SIZE OF THE GRAPHIC REPRESENTATIONS SHOWN ON THEDRAWINGS BY USING MEASURING DEVICES (DO NOT "SCALE"). RELY ON THE NUMERIC DIMENSIONSSHOWN ON THE DRAWINGS FOR MEASUREMENT.

4. DIMENSIONS ARE TAKEN FROM CENTERLINE OF STRUCTURE, FACE OF CONCRETE OR FINISHEDFACE OF PARTITIONS UNO. SEE PARTITION TYPES SHEETS (A1000 SERIES) FOR PARTITIONTHICKNESS AND MATERIALS.

5. CENTER ITEMS IN CEILING PANELS UNO.

6. REFER TO FINISH LEGEND FOR FINISH PLAN SYMBOLS.

7. ALL PRECAST CONCRETE PANEL JOINTS TO RECEIVE TWO (2) LINES OF BACKER ROD ANDSEALANT.

8. ALL WINDOW ROUGH OPENINGS TO HAVE AIR VAPOR BARRIER RETURNED INTO ROUGHOPENINGS.

9. ALL COMPOSITE METAL PANEL TO PRECAST PANEL DETAILS SHALL HAVE AIR VAPOR BARRIERTERMINATE ONTO THE PRECAST PANEL. THE TERMINATION POINT TO BE PLACED CLOSER TOINTERIOR FACE OF PRECAST FOR EASE OF DETAILING AT THESE CONDITIONS.

WALL SECTION

DETAIL/ SECTIONNUMBER

SHEET NUMBER

BUILDING SECTION

EXTERIOR ELEVATION

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATION

ELEVATION NUMBER

SHEET NUMBER

LARGE SCALE BLOWUPOF PLAN OR DETAIL

PLAN OR DETAILNUMBER

SHEET NUMBER

LEVEL REFERENCE

LEVEL DESCRIPTION

LEVEL ELEVATION

NEWSTRUCTURAL GRID

GRID REFERENCE

GRID LINE

EXISTINGSTRUCTURAL GRID

EXISTING GRIDREFERENCE

EXISTING GRID LINE

MATCH LINE 1 / A0103

1 / A0102

SHEET NUMBER

SHEET NUMBER

MATCH LINE

REVISION

REVISION NUMBER(SHEET SPECIFIC)

CLOUDED AREAOF REVISION

NORTH ARROW

A06013

2

1

4

A0301

SIMILAR INDICATION

0

DETAIL SECTION

R

1

LEVEL 02118'-6"

DETAIL / SECTIONNUMBER

SHEET NUMBER

A0402

1SIM

A0402

1SIM

DETAIL NUMBER

SHEET NUMBER

SPOT ELEVATION

1

A0401

SIM

1

A0401

SIM1

A0401

SIM

55 Ref

REFERENCE TYPE,AS NEEDED:TYP OR SIM

PARTITION PARTITION TYPE

INTERIOR DOORASSEMBLY

A1

SUFFIX ADDED IFMULTIPLE DOORSSERVE SAME ROOM

EXTERIORGLAZEDOPENINGS

LOUVER

ROOM NAMEAND NUMBER 1125

ROOM NAME

ROOM NUMBER

SHEET NOTE 21

21

DEMOLITION

CONSTRUCTION

KEYNOTE

SPECIFICATIONSECTION

SPECIFIED ITEM

1125A

OFFICE

EXTERIOR DOORASSEMBLY

BORROWEDLIGHT

ROOM NUMBER

E45

L10

EQUIPMENT EQ-02 EQUIPMENT IDENTIFIER

CASEWORK

ROOM NUMBERSERVED BY DOOR

NUMBEREDSEQUENTIALLY

DENOTESEXTERIOR DOOR

E103

SUFFIX ADDED IFMULTIPLE OPENINGSSERVE SAME ROOM

NUMBEREDSEQUENTIALLY

DENOTESEXTERIOR OPENING

042000 - UNIT MASONRY

WIDTH

101.03

1' - 0"

M M

TYPE

TYPE MODIFICATION

MATERIAL

SPECIFICATION SECTION

RA-1ROOF ASSEMBLY TAG

SOFFIT ASSEMBLY TAG

WALL ASSEMBLY TAG

SA-1

WA-1

E45

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

NEW CONSTRUCTION

9 '- 0"CEILING HEIGHT

HEIGHT OFCEILING ABOVEFINISHED FLOOR

LAY IN PANEL

SURFACE ORRECESSEDLUMINAIRE

EXIT LUMINAIRE

SPRINKLER HEAD

AIR DEVICE -RETURN

OCCUPANCY SENSOR

SMOKE DETECTOR

HEAT DETECTOR

SPEAKER

FIRE ALARM SPEAKER F

AIR DEVICE -SUPPLY

AIR DEVICE -EXHAUST

TRACK LIGHT

DAYLIGHT SENSOR

NURSE CALL DOMELIGHT

IV / CURTAIN TRACK

N

RADIANT PANEL

ACCESS DOOR

WALL WASHLUMINAIRE

PENDANT HUNGLUMINAIRE

STRIP LUMINAIRE

COVE LUMINAIRE

AIR DEVICE -LINEAR SUPPLY

MOTION / SECURITYDETECTOR

CAMERA

CLOCK

M

SURGICAL LIGHT/EQUIPMENT BOOMPENDANT

P

H

S

S

EARTHGRAVEL ORPOROUS FILL

CONCRETEMASONRY UNIT

BRICK STONECONCRETE ORPRECAST

RIGID INSULATION

PLASTER ANDGYPSUM BOARD

FINISHED WOOD

WOOD BLOCKINGOR SHIM

PLYWOOD

STEEL OR IRONALUMINUM

SPRAYINSULATION

CORE MATERIAL

SPRAYFIREPROOFING

ACOUSTICALCEILING

WOOD FRAMING

FIBERGLASS/SOLID SURFACEMATERIAL

COMPRESSIBLEFILLER

TERRAZZO

FIBROUS BLANKETINSULATION

HORIZONTAL VERTICAL

HORIZONTAL VERTICAL

MINERAL WOOL

© CannonDesign 2014All rights reserved. No part of this document may be reproduced or utilized in any form, without prior written authorization by The Cannon Corporation.

Landmark Engineering Group,Inc.


Urbandale, IA 50322515.221.1322

DEC 14, 2015

John J. Pershing VAMCClinical & Urgent Care Addition

CONSTRUCTION DOCUMENTS - FINAL BID DOCUMENTS

657-351

Poplar Bluff, Missouri

CANNON DESIGN PROJECT NO. 03850.05

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office ofConstructionand FacilitiesManagement

one eighth inch = one foot 16

84

0

three inches = one foot

6"

10

6"

one and one half inches = one foot

one inch = one foot

20

6"

6"

02

three quarters inch = one foot

one half inch = one foot

40

three eighths inch = one foot

40

04

8

one quarter inch = one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Gateway Geotechnical, LLCGeotechnical Engineer17736 Edison Avenue

Chesterfield, MO 63005636.532.7747



314.644.5700

Hinman ConsultingEngineers, Inc

Physical SecurityOne Bush Street, Suite 510San Francisco, CA 94104

415.621.4423



703.608.2263



949.305.7889

GI-003

SYMBOLS & ABBREVIATIONS

Checker Author

ABBREVIATIONS

REFERENCE SYMBOLS (ALL DISCIPLINES)REFERENCE SYMBOLS (ARCHITECTURAL)PLAN SYMBOLS

REFLECTED CEILING PLAN SYMBOLS

MATERIAL SYMBOLS

UP

S SS S

S SS

S S

654.4432

D

C

B

1

A

B.7

5.8

C.3

ENTRY VESTIBULE

LL001 POLICE ANDSECURITY

LL003

SECURE HOLDING

LL004

STAIR 8

LLST8

PUBLIC TOILET

LL008

STAFF TOILET

LL031

EQUIPMENTSTORAGE

LL029

MENTAL HEALTHEXAM

LL023

PATIENT TOILET

LL024

ISOLATION EXAM

LL022

PATIENT TOILET

LL021

PATIENT TOILET

LL020

MULTI-PURPOSEEXAM/PROCEDURE

LL018

NURSE MANAGEROFFICE

LL017

PHYSICIAN/NURSEOFFICE

LL016 EXAM 3

LL015EXAM 2

LL014

CLEAN STORAGESUPPLY

LL026

SOILED UTILITY

LL025

EXAM 1

LL013

NURSE TRIAGE

LL012

ELEV. P7FUTUREELEVATOR

ELECTRICALROOM

LL006

LOBBY

LL002

PATIENT TOILET

LL010

MULTIPURPOSEROOM

LL030

CORRIDOR

LL041

MEDICATION

LL028

CORRIDOR

LL043

CORRIDOR

LL045

CORRIDOR

LL046

EQUIP. ALCOVE

LL042

ALCOVE

LL044

PATIENT TOILET

LL009

NURSE STATION

LL027

WOMENS EXAM

LL019

RECEPTIONWAITING

LL007

FE

C

DLL001.1

D

FE

C

61'-0"

27'-0"

3'-0"

MAX EGRESS DISTANCE = 110'-0" < 200'-0"ALLOWED

19'-0"

14'-0"

7'-0"

11'-0"

11'-0"

24'-0"

13'-0"

18'-0"

MAX EGRESS DISTANCE = 122-0" < 200'-0" ALLOWED

ADDED 1 HOUR RATING FORVA OPERATIONAL SECURITY

LL042

PLANTER PLANTER

UNEXCAVATED

STAIRABOVE

EXISTING CRAWL SPACE

+/-

31'-6"

+/- 9'-7" VIF

LL046.1

LL007

LL001.2

15'-0"

4'-0"

1 HOUR RATED SHAFTWALL CEILINGBETWEEN EGREES STAIR ABOVE ANDALCOVE/STORAGE

MECHANICAL SHAFT

1 HOUR RATED SHAFTWALL CEILINGAT BOTTOM OF MECHANICAL SHAFTABOVE

URGENT CARE WAITING

LEGEND

FIRE EXTINGUISHER CABINET

EGRESS PATH/ TRAVEL DISTANCE

EXIT

FIRE DEPARTMENT CONNECTION

1 HOUR FIRE

1 HOUR FIRE / SMOKE BARRIER

FEC

EXIT DISCHARGED

2 HOUR FIRE

XX'

2 HOUR FIRE / SMOKE BARRIER

ABLE TO RESIST PASSAGE OF SMOKE

1125A

1125A

-

-

XX'

-

XX'

TOTAL EXIT ACCESS TRAVEL DISTANCE

TRAVEL DISTANCE

IN-ROOM OR IN-SUITE

TRAVEL DISTANCE

EXIT ACCESS DOORTO EXIT

1. THE FLOOR PLAN BACKGROUND FOR NEW AND EXISTING CONSTRUCTION IS SHOWN INGRAY HALF-TONE. DESIGNATIONS FOR FIRE RATED PARTITIONS, SMOKE PARTITIONS ANDOTHER CODE COMPLIANCE RELATED INFORMATION ARE SHOWN FULL TONE. REFER TOCONTRACT DRAWINGS TO DETERMINE WHICH COMPONENTS ARE NEW AND WHICH AREEXISTING.

2. THE FIRE AND SMOKE DESIGNATIONS FOR EXISTING CONSTRUCTION ARE SHOWN FORREFERENCE ONLY AND ARE BASED ON INFORMATION PROVIDED BY OWNER. THISINFORMATION HAS NOT BEEN INDEPENDENTLY VERIFIED BY CANNON DESIGN.

3. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EXIT LIGHTS, EMERGENCY LIGHTS,AND FIRE ALARM SYSTEM.

4. REFER TO FIRE SUPPRESSION DRAWINGS FOR LOCATIONS OF FIRE SUPPRESSION ZONES.

5. AS SPECIFIED IN THE VA FIRE PROTECTION DESIGN MANUAL, THE VA HAS ADOPTED THENATIONAL FIRE PROTECTION CODES (NFC) PUBLISHED BY THE NATIONAL FIRE PROTECTIONASSOCIATION (NFPA), WHICH ESTABLISH A MINIMUM ACCEPTABLE LEVEL OF LIFE SAFETYAND PROPERTY PROTECTION. LIFE SAFETY REQUIREMENTS ARE SPECIFICALLY ADDRESSEDIN THE NFPA 101, LIFE SAFETY CODE. FIRE PROTECTION FEATURES NOT ADDRESSED BY THENFC SHALL BE DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE 2012 EDITION OFTHE INTERNATIONAL BUILDING CODE (IBC). UNLESS IBC REFERENCES ARE SPECIFIALLYADDRESSED, ASSUME ALL CODE REQUIREMENTS BASED ON NFPA STANDARDS.

6. MAXIMUM TRAVEL DISTANCE TO REACH A FIRE EXTINGUISHER: 75 FEET IN ANY DIRECTION

7. UL SYSTEM DESIGN INFORMATION:- FLOOR ASSEMBLY: CURTAIN WALL -CW-S-2061 AND STUD WALL CW-S-1003-FLOOR SLAB: D916-SHAFT WALL: U415, 2HR, 1HR.-PARTITION: U411, 2 HR-PARTITION: U465, 1 HR-WALL INFILL: U425, 2HR-ROOF DECK: P819-COLUMN: WIDE FLANGE - X722 AND TUBE- X752

8. TEMPORARY PARTITIONS BETWEEN THE CONSTRUCTION AREA AND THE EXISTINGBUILDING SHALL BE 1 HOUR RATED SLAB TO SLAB BARRIERS

VA FIRE PROTECTION DESIGN MANUAL - 6TH EDITIONNATIONAL FIRE CODES (LSC) (NFC) BY NATIONAL FIRE PROTECTION ASSOCIATIONLATEST EDITIONS: - NFPA 101 - LIFE SAFETY CODE (2012 EDITION) - NFPA 220 - TYPES OF BUILDING CONSTRUCTION (2012 EDITION)INTERNATIONAL BUILDING CODE (IBC) BY INTERNATIONAL CODE COUNCIL (2012 EDITION)ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) FOR FEDERAL FACILITIESVA BARRIER FREE DESIGN GUIDEMISSION CRITICAL PHYSICAL SECURITY DESIGN MANUAL FOR VA FACILITIES, JULY 2007

APPLICABLE CODES, STANDARDS,AND ORDINANCES:

FIRE RATINGITEM

NFPA 220 - TABLE 4.1.1 - TYPE II/111

COLUMNS

BEAMS, GIRDERS, TRUSSES ANDARCHES

SUPPORTING MORE THAN 1 FLOORSUPPORTING 1 FLOOR ONLYSUPPORTING ROOF ONLY


1 HRS1 HRS1 HRS

1 HRS1 HRS1 HRS

FLOOR - CEILING ASSEMBLIES

ROOF - CEILING ASSEMBLIES

1 HRS1 HRS1 HRS


EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS


1 HRS1 HRS1 HRS

EXTERIOR NON-BEARING WALLSSEPARATION >10'

INTERIOR BEARING WALLS

0 HRS

0 HRS

FIRE RESISTANCE RATINGS

BUILDING AREA:

MAXIMUM TRAVEL DISTANCES:

AMBULATORY HEALTHCARE TRAVEL DISTANCESALLOWABLE MAXIMUM DISTANCE FROM POINT IN ANY ROOM

TO EXIT ACCESS DOOR = 200'(NFPA 20.2.6.2.1)ACTUAL MAXIMUM - REFER TO PLANS

COMMON PATH OF TRAVEL (CP)ALLOWABLE MAXIMUM = 100' (38.2.5.3.1)ACTUAL MAXIMUM - REFER TO PLANS

EXIT ACCESS TRAVEL DISTANCEALLOWABLE MAXIMUM = 300' (NFPA 38.2.6.3)ACTUAL MAXIMUM - REFER TO PLANS

DEAD ENDS"B" USE, FULLY SPRINKLED - (NFPA 38.2.5.1, IBC 1017.3, EXCEPT #2)ALLOWABLE MAXIMUM = 50'

CONSTRUCTION CLASSIFICATION:

CONSTRUCTION TYPE: NFPA 101 TABLE 20.1.6.1 TYPE II (111)

THE ALLOWABLE AREA PER FLOOR FOR THE SELECTED CONSTRUCTIONTYPE IS GREATER THAN THE ACTUAL PER FLOOR AREA.

ALLOWABLE AREA 23,000 sf (IBC)

LOWER LEVEL TOTAL FLOOR AREA = 7,396 sfGROUND LEVEL TOTAL FLOOR AREA = 300 sfLEVEL 01 TOTAL FLOOR AREA = 6,700

CO

DE

& E

DIT

ION

IBC 2012 STORIES 3 1 4 HEIGHT*

ME

AS

UR

E

PE

RM

ITT

ED

FO

RC

ON

ST

RU

CT

ION

TY

PE

IIB

SP

RIN

KLE

RB

ON

US

PE

RM

ITT

ED

HE

IGH

T A

DJU

ST

ED

FO

R B

ON

US

AC

TU

AL H

EIG

HT

1 HRS

1 HR

2 HRS1 HR

0 HRS

NFPA 101 (8.6.5, 7.1.3.2)

MISCELLANEOUS RATINGS:

SHAFT ENCLOSURES

VERTICAL EXIT ENCLOSURES

CORRIDORS

4 OR MORE STORIES<4 STORIES

2 HRS1 HR

4 OR MORE STORIES<4 STORIES

SMOKE BARRIERS (20.3.7.5) 1 HR

GENERAL INFORMATION:

BUILDING IS FULLY SPRINKLEREDAUTOMATIC SPRINKLER SYSTEM: NFPA 13FIRE ALARM SYSTEM: NFPA 72STANDPIPE SYSTEM: NFPA 14

OCCUPANCY:OCCUPANCY CLASSIFICATION:AMBULATORY HEALTHCARE, 2012 NFPA 101

SMOKE/FIRE COMPARTMENT SUMMARY

MAXIMUM AREA OF EACH SMOKE COMPARTMENT: 22,500sf (NFPA 20.3.7.3)MINIMUM 2 COMPARTMENTSLOWER LEVEL TOTAL FLOOR AREA = 7,396 sfGROUND LEVEL TOTAL FLOOR AREA = 300 sfLEVEL 01 TOTAL FLOOR AREA = 6,700

BUILDING HEIGHT:

30'-0"

NFPA 5000 (7.3.2.1) - FIRE RESISTANCE RATINGEXTERIOR WALLS

1 HR

HORIZONTAL SEPARATION

0 TO 5 - EXPOSURE FROMEXTERIOR AND INTERIOR

5 TO 10 - EXPOSURE FROMINTERIOR SIDE ONLY

1 HR




Urbandale, IA 50322515.221.1322

DEC 14, 2015



657-351



Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn




84

0


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321





314.644.5700



415.621.4423



703.608.2263



949.305.7889

GC-101

LOWER LEVEL CODE COMPLIANCEPLAN

Checker Author

3/32" = 1'-0" REF 5C / AS-2014F

LOWER LEVEL FLOOR PLAN

GENERAL NOTES

DOOR NO. WIDTH WID

TH

/OC

C

OCCCAPACITY O

CC

LO

AD

CO

MP

LIE

S

1202 3'-6" 0.2" 210 120 Yes

1234 3'-6" 0.2" 210 120 Yes

G090.3 3'-1 1/8" 0.2" 185 165 Yes

LL001.1 9'-0 3/4" 0.2" 543 80 Yes

LL001.2 10'-0" 0.2" 600 80 Yes

LL007 7'-0" 0.2" 420 80 Yes

LL042 6'-0" 0.2" 360 80 Yes

LL046.1 7'-0" 0.2" 420 80 Yes

ST04A 3'-4" 0.2" 200 168 Yes

ST09.1 3'-4" 0.2" 200 120 Yes

ST09.2 3'-6" 0.2" 210 120 Yes

SPACE AREA

OCCUPANCY

SF

/OC

C

FIX

ED

OC

C #

TOTALOCCUPANTSTYPE FUNCTION

LOBBY, ENTRY, SECURITY 1,849 SF B Business 100

URGENT CARE 5,441 SF B Business 100

WAITING 545 SF A-u Assembly - unconcentrated 15

LOWER LEVEL 0

ELEVATOR MACHINE ROOM 166 SF B Business 100

EYE CLINIC WAITING 634 SF A-u Assembly - unconcentrated 15 0 43

STAIR 4A 89 SF B Business 100

STAIR 9 43 SF B Business 100

GROUND LEVEL 43

DENTAL CLINIC 5,798 SF B Business 100 0 58

DENTAL WAITING 301 SF A-u Assembly - unconcentrated 15

LOBBY/WAITING 540 SF A-u Assembly - unconcentrated 15



LEVEL 01 58

Grand total 101

DOORSEGRESS CAPACITY

OCCUPANT LOAD

7,835 SF

(2012 NFPA 101, TABLE 7.3.1.2)

N

(4'-0" CLR.)

240

(4'-0" CLR.)

6,993 SF

932 SF

15,760 SF

Ambulatory Healthcare








19

55

6

2

1

1

47

80

21

36

2

3

120

247

240

240

1 FINAL BID PACKAGE 12/14/15

DN

UPS

S

SS

SS

SS

SS

SS

654.4432

D

C

B

1

A

B.7

5.8

C.3

+/-

30'-7"

VIF

STAIR 4A

ST04A

LOBBY/WAITING

G090

ELEVATORMACHINE ROOM

G091

STAIR 4

ST04

STAIR 9

ST09

THE SHADED AREA IS ACONTINUATION FROM BELOW.PARTITIONS EXTEND FROMLOWER LEVEL TO LEVEL 1.

ST09.2D

DG090.3

D

FEC

ASSUMED 2HR EXISTINGSTAIRWELL

LINE OF 1 HOUR FIRE SMOKE CURTAINWITH EGRESS DOOR AT STAIR OPENING

EXISTING BUILDING

+/- 9'-7" VIF

10'-0"ST04A

VA PROVIDED AND INSTALLED CODE SIGNS TO IDENTIFYEXISTING HOSPITAL CONSTRUCTION TYPE II AND THEAMBULATORY CARE ADDITON AS CONSTRUCITON TYPE II/111

1 HOUR RATED WATER CURTAIN ON INTERIOR SIDEOF GLASS, REFER TO FIRE PROTECTION DRAWINGS

SECURITY GATE WITHEXIT DEVICES

EYE CLINIC WAITING




Urbandale, IA 50322515.221.1322

DEC 14, 2015



657-351



Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn




84

0


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321





314.644.5700



415.621.4423



703.608.2263



949.305.7889

GC-102

GROUND LEVEL CODE COMPLIANCEPLAN

Checker Author

3/32" = 1'-0" REF 5C / AS-2014F

GROUND LEVEL FLOOR PLAN

N


DN

SS

SS SS SSSS

SS

SS

SS

SS

654.4432

D

C

B

1

A

B.7

5.8

C.3

RECEPTION/CHECK-IN

1201

MAS OFFICE ANDWORKROOM

1224

SOILED UTILITY

1223

TREATMENTOPERATORY #4

1219


1218

TELE/DATA ROOM

1203

LARGETREATMENT

OPERATORY #1

1204

ELECTRICAL

1222


1205

MENTAL HEALTHSTAFF

1034

CORRIDOR

1230

SHARED DENTISTOFFICE

1216

CHIEF OFFICE

1217

SHAREDCONFERENCE

1225

WAITING

1202

JANITOR

1226 PUBLIC TOILET

1227

LOBBY

1200

DENTAL LABSTORAGE

1212

DENTAL LAB

1211

CORRIDOR

1234BIOMED ELECT.

CLOSET

1235

X-RAY #1

1208X-RAY #2

1210

TECH.

1209

DENTALMECHANICAL

1215

CLEAN STORAGE

1220

DENTAL TECH.WORKROOM

1221

CORRIDOR

1233

CORRIDOR

1232

CORRIDOR

1231

STAIR 8

LVL 1

STAIR 9

ST09

STAFF TOILET

1214

DENTAL MECH

1228

STAFF AREA

1213

ST09.1

DENTAL HYGIENE#1

1206

DENTAL HYGIENE#2

1207

ELEV. P7FUTUREELEVATOR

FE

C

FE

C

46'-0"

34'-0"

18'-0"

5'-0"

MAX EGRESS DISTANCE = 122'-0" < 200'-0" ALLOWED

17'-0"

14'-0"

37'-0"

11'-0"

27'-0"

16'-0"

EXIT DOOR BELOW

5'-0"

16'-0"

+/-

30'-7"

VIF

+/- 9'-7" VIF

10'-0"

MAX EGRESS DISTANCE = 148'-0" < 200'-0" ALLOWED

5'-0"

OPEN5'-0"

4'-0"

10'-0"

NITROUS OXIDE TANK STORAGE

1 HOUR RATED WATER CURTAIN EACH SIDE OF GLASS,REFER TO FIRE PROTECTION DRAWINGS

1 HOUR RATED WATER CURTAIN ON INTERIOR SIDEOF GLASS, REFER TO FIRE PROTECTION DRAWINGS

MECHANICAL SHAFT

MECAHNICAL SHAFT

MECAHNICAL SHAFT

1202

1234

DENTAL CLINICWAITING

LOBBY/WAITING




Urbandale, IA 50322515.221.1322

DEC 14, 2015



657-351



Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn




84

0


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321





314.644.5700



415.621.4423



703.608.2263



949.305.7889

GC-103

LEVEL 01 CODE COMPLIANCE PLAN

Checker Author

3/32" = 1'-0" REF 4B / AI-8025F

LEVEL 01 FLOOR PLAN

N


CO

CO

CO

CO

S

D

YH

D

YH

S

S

DS

DS

H

FLOOR422.41

T1 T2 T8 WALK

WALK

PAVILION

45

420

415

415

415

420

415

400

405

400

395

4004

05

410

415

419

423

424

421

414

416

413

414

416

416

422

417

412

413

414

414

413

408

413

417

417

416

416

417

418

STEPS

LANDING PAD

FF=423.00

CANOPY

JOHN J. PERSHING

VA MEDICAL CENTER

JOHN J. PERSHING

VA MEDICAL CENTER

36

2"

5"

9" MAX.

1'-0"

5"

14" MAX.

2"

5" 5"

2"

4'-0" MIN.

3'-0" AVERAGE

C

6"

6'-0"

8'-0"

Veterans AffairsDepartment of

ALL LETTERING TO BEPAINTED BLACK WITHEXCEPTION OF PROJECTTITLE WHICH IS TO BEBLUE

PAINT BORDERMEMBER BLACKENAMEL

2"x4" [51x102mm]FRAME AND BRACES INSAME PLANE

METAL FACEWHITE ENAMEL

2"x4" [51x102mm] FRAMEAND BRACE IN BACK

BORDER MEMBERPAINTED BLACK

BACKGROUND TO BEPAINTED WHITE

METAL FACE

STRETCH METALFACE TIGHT, TURNOVER FRAME ANDSECURE WITH FLATHEAD DEFORMEDNAILS.

LETTERING TO BE HELVETICASTYLE 1 1/2" [38mm] HIGHTO BE CENTERED HORIZONTAL

ANY SEAM IN METAL TO BEFLAT SEAM - SEAMS TOBE HORIZONTAL ANDOCCUR BETWEEN LINES OFLETTERING.

NOTE:

4"x4" [102x102mm] POSTSPAINTED WHITE

SECTION ON CENTERLINEELEVATION

THIS SPACE FOR CONTRACTOR'S NAMEONE OR TWO LINES AS REQUIRED

THIS SPACE FOR PROJECT TITLE LETTERING TOBE HELVETICA STYPE 5" HIGH CENTERED

BETWEEN LETTERING ABOVE AND BELOW ONE ORTWO LINES AS REQUIRED

DESIGNED AND SUPERVISED BY:DEPARTMENT OF VETERANS AFFAIRS

WASHINGTON D.C.

GENERAL CONTRACTOR

CENTER TO BE WHITE

SURROUNDINGBORDER TO BLUE

L[152mm]

[2438mm]

[51mm]

[1829mm]

[229mm]

VARIES

[305mm]

[914mm]

VARIES

[1219mm]

[356mm]

VARIES

[127mm]

[51mm]

[127mm]

[127mm]

5"[1

27mm]

5"

[127mm]

[127mm]

[51mm]

2"

4"

3'-0"

VARIES

CONTRACTOR'S NAME

THE LIFE YOU SAVE MAY BE YOUR OWN

WITHOUT A LOST TIME ACCIDENT

0 0 0 DAYSHAS WORKED

THIS PROJECT

ON SAFETYinZERO

Department of Veterans Affairs

3'-0"

4'-0"[1219mm]

[914mm]

[915mm]

BLUE

BLUE OUTLINEWITH WHITEINTERIOR

JOINT BRACING

RED

WHITE

BLUE

BRACING SEECONSTRUCTIONSIGN DETAIL01010-1

[102mm]

[51mm]

2"

[51mm]

[44mm]

1 3/4"

[51mm]

2"

4"x4" [102x102mm]POST IF SIGN ISINSTALLED ON GRADE

FIN. GRADE

WOOD STRIPS

ELEVATION

3

2

1

46

45

UL CLASSIFIED SEALANT

3 5/8" MTL TRACK TOP & BOTTOM

3 5/8" MTL STUDS AT 24" O.C.

LINE OF STRUCTURE HOLDPARTITION TIGHT TOSTRUCTURE ABOVE

NOTE: TEMPORARY PARTITIONSMUST BE SEALED WHERE THEYMEET OTHER WALLS AND THESTRUCTURE ABOVE

1/2" MAXIMUM

IN LIEU OF SEALANT, UL CLASSIFIEDFIBERGLASS PIPE INSULATION MAY BEUSED AS A GASKET

1/2" FIRE RETARDANT TREATEDPLYWOOD OR 5/8" TYPE X GYP. BD.(TAPE OR SEAL JOINTS)

PROVIDE 3'-0" X 7'-0" LOCKABLEDOOR AT TEMPORARY PARTITION




Urbandale, IA 50322515.221.1322

DEC 14, 2015



657-351



Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn




84

0


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321





314.644.5700



415.621.4423



703.608.2263



949.305.7889

GC-104

PHASING PLAN

SM LW

3/8" = 1'-0"3F

CONSTRUCTION SIGN 3/8" = 1'-0"

1FSAFETY SIGN N

NOTES

1. THE PURPOSE OF THE CONSTRUCTION PHASING NOTES IS TO PROVIDE THE GENERAL CONTRACTOR GUIDANCEFOR THE CONSTRUCTION SCHEDULE. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE CONTRACTINGOFFICER REPRESENTATIVE AND THE RESIDENT ENGINEER TO DEVELOP A CPM SCHEDULE, SEQUENCING,COMPLETION DATES FOR NEW CONSTRUCTION, RENOVATION AND CONSTRUCTION ISSUES AFFECTING CONTINUALOPERATIONS OF THE MEDICAL CENTER.

2. THE SITE PLAN ON THIS SHEET IDENTIFIES ZONES OF WORK FOR EACH PHASE DESCRIBED BELOW. THISDIAGRAM IS PROVIDED FOR THE SOLE PURPOSE OF ILLUSTRATING A SINGLE WAY TO CONSIDER PHASING THEPROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROPOSE A PHASING PLAN TO MEET THEREQUIREMENTS OF THE CONSTRUCTION CONTRACT. REFER TO THE REMAINDER OF THE CONSTRUCTIONDOCUMENTS FOR THE SCOPE OF WORK IN THESE AREAS.

PHASE A1: TEMPORARY CONSTRUCTION AREAS INSTALL CHAINLINK CONSTRUCTION FENCING TO ENCLOSE ENTIRECONSTRUCTION SITE, INCLUDE FENCING TO SUBDIVIDE REQUIRED HOSPITAL ACCESS POINTS.- SET UP JOB TRAILERS AND RESIDENT ENGINEERING FACILITIES.- PROVIDE LAY DOWN AND PARKING AREAS FOR CONSTRUCTION.- PROVIDE TEMPORARY UTITLIES TO CONSTRUCTION SITE AS REQUIRED.

PHASE A2: BID ALTERNATE 2 IF ACCEPTED WILL TAKE PLACE FIRST

PHASE B: SITE DEMOLITION, GRADING AND RELOCATION OF UTILITIES

PHASE C: SITE FENCING, BUILDING ADDITION, PLAZA AREAS AND TIE-IN TO EXISTING HOSPITAL

PHASE D: INTERIOR RENOVATIONS FOR EYE CLINIC

PHASE E: FIRST PHASE OF PARKING AND DRIVEWAY RENOVATIONS

PHASE F: PARKING EXPANSION AREA

PHASE G: SECOND PHASE OF PARKING RENOVATIONS

3. PROVIDE TEMPORARY CHAINLINK CONSTRUCTION FENCING WITH GATES AS REQUIRED TO SEPARATECONSTRUCTION ACTIVITIES FROM PUBLIC AREAS AND AREAS REQUIRING ACCESS DURING CONSTRUCTION.FENCING SHOULD BE RELOCATED AS REQUIRED AFTER EACH PORTION OF WORK IS COMPLETED TOACCOMMODATE PARKING AND HOSPITAL ACCESS AS CONSTRUCTION PROGRESSES.

4. CONTRACTOR SHALL SEEK FINAL APPROVAL OF THE LOCATION OF CONSTRUCTION FENCING, TEMPORARYCONSTRUCTION BARRIERS, CONTRACTOR SITE ACCESS AND DEBRIS AND MATERIAL HAUL ROUTES WITH THECONTRACTING OFFICER REPRESENTATIVE AND THE RESIDENT ENGINEER.

5. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ALL EXISTING ACCESS POINTS IDENTIFIED ON THEDRAWINGS. PROVIDE TEMPORARY PROVISIONS REQUIRED TO REROUTE THROUGH THE CONSTRUCTION SITE ASREQUIRED TO PROVIDE SAFE, SEPARATE CONTINUATION TO EXIT TO AREAS OUTSIDE THE CONSTRUCTIONACTIVITIES. PROVIDE REQUIRED CHAINLINK FENCING, GATES, ENCLOSURES, SIDEWALKS, ETC. TO PROTECTTHESE AREAS.

6. MAINTAIN ALL FIRE BARRIERS AND DUST PARITIONS AS REQUIRED TO PROVIDE A DUST-FREE AND CLEANENVIRONMENT BETWEEN RENOVATED AREAS WITHIN THE HOSPITAL AND AREAS ADJACENT TO RENOVATED ANDNEW CONSTRUCTION.

7. COORDINATE ANY UTILITY SHUT DOWNS OR ANY CONSTRUCTION ACTIVITIES WHICH MAY POTENTIALLY AFFECTTHE EXISTING OPERATIONS OF THE MEDICAL CENTER WITH THE CONTRACTING OFFICER REPRESENTATIVE ANDRESIDENT ENGINEER. MAINTAIN UNINTERRUPTED OPERATION OF THE EXISTING FACILITIES, AND MINIMIZEDISRUPTION TO THE MEDICAL CENTER FOR ALL SWITHCOVER OF UTILITIES. SCHEDULE THESE EVENTS AFTERHOURS OR AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE AND THE RESIDENT ENGINEER.

8. MAINTAIN ACCESS TO ALL EXISTING BUILDINGS, UTILITIES AND FACILITIES WITHIN THE CONSTRUCTION LIMITSTO ACCESS EQUIPMENT AND TO PROVIDE SERVICE OR MAINTENANCE OF EXISTING FACILITIES AND EQUIPMENTSERVING THE MEDICAL CENTER.

9. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OFDUCT SYSTEM.

10. COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTION WORK BEGINS.

11. MAINTAIN NEGATIVE PRESSURE WITHIN WORK SITE USING HEPA EQUIPPED AIR FILTRATION UNITS.

12. SEAL HOLES, PIPES, CONDUITS AND PUNCTURES APPROPRIATELY.

13. ALL PERSONNEL ENTERING WORK SItE ARE REQUIRED TO WEAR SHOE COVERS. SHOE COVERS MUSTBE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

14. PROVIDE ADHESIVE WALK-OFF MATS AT ENTRANCE TO WORK AREA.

15. IF THERE IS AN ANTEROOM, A MAT SHOULD BE WITHIN THIS AREA. REPLACE MATS DAILY OR WHENTHEY NO LONGER ARE ABLE TO CONTAIN DUST AND DIRT.

16. WET MOP AND/OR VACUUM WORK AREA WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREAS.

17. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

18. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS THOROUGHLY CLEANEDBY THE ENVIRONMENTAL SERVICES.

19. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE THE SPREADING OF DIRT AND DEBRISASSOCIATED WITH CONSTRUCTION.

20. REMOVE HVAC ISOLATION FROM SYSTEM IN AREAS WHERE WORK IS BEING DONE.

21. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER REPRESENTATIVE AND THERESIDENT ENGINEER TO LOCATE THE SAFETY SIGN AND CONSTRUCTION SIGN.

22. THE GENERAL CONTRACTOR SHALL PROVIDE ISOLATION BARRIERS PER DETAIL 6F.

1. MAINTAIN ACCESS AT ALL TIMES DURING CONSTRUCTION TO EXISTING HOSPITALENTRANCE AT THIS LOCATION.

2. MAINTAIN EGRESS AT ALL TIMES DURING CONSTRUCTION FROM EXISTING HOSPITAL STAIR.

3. MAINTAIN ACCESS AT ALL TIMES DURING CONSTRUCTION TO PHARMACY ENTRANCE ATTHIS LOCATION.

4. MAINTAIN ROADWAY ACCESS TO PARKING AT ALL TIMES DURING CONSTRUCTION.

5. MAINTAIN ACCESS TO WALKING TRAIL AT ALL TIMES DURING CONSTRUCTION.

6. MAINTAIN AT-GRADE AND FLIGHT PATH ACCESS TO HELIPAD AT ALL TIMES DURINGCONSTRUCTION.

KEYED NOTES

F

E

C D

6FVA STANDARD ISOLATION BARRIER

A2


Documents

Department of Veterans Affairs John J. Pershing VAMC