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013
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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.
Civil Engineer2834 104th Street
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
SWT DesignLandscape Architect
7722 Big Bend BoulevardSt. Louis, MO 63119
314.644.5700
Hinman ConsultingEngineers, Inc
Physical SecurityOne Bush Street, Suite 510San Francisco, CA 94104
415.621.4423
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
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
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
SUPPORTING MORE THAN 1 FLOORSUPPORTING 1 FLOOR ONLYSUPPORTING ROOF ONLY
EXTERIOR BEARING WALLS
INTERIOR BEARING WALLS
SUPPORTING MORE THAN 1 FLOORSUPPORTING 1 FLOOR ONLYSUPPORTING ROOF ONLY
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
© 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.
Civil Engineer2834 104th Street
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
SWT DesignLandscape Architect
7722 Big Bend BoulevardSt. Louis, MO 63119
314.644.5700
Hinman ConsultingEngineers, Inc
Physical SecurityOne Bush Street, Suite 510San Francisco, CA 94104
415.621.4423
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
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
STAIR 8 139 SF B Business 100
STAIR 9 215 SF B Business 100
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
Ambulatory Healthcare
Ambulatory Healthcare
Ambulatory Healthcare
Ambulatory Healthcare
Ambulatory Healthcare
Ambulatory Healthcare
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
© 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.
Civil Engineer2834 104th Street
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
SWT DesignLandscape Architect
7722 Big Bend BoulevardSt. Louis, MO 63119
314.644.5700
Hinman ConsultingEngineers, Inc
Physical SecurityOne Bush Street, Suite 510San Francisco, CA 94104
415.621.4423
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
GC-102
GROUND LEVEL CODE COMPLIANCEPLAN
Checker Author
3/32" = 1'-0" REF 5C / AS-2014F
GROUND LEVEL FLOOR PLAN
N
1 FINAL BID PACKAGE 12/14/15
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
TREATMENTOPERATORY #3
1218
TELE/DATA ROOM
1203
LARGETREATMENT
OPERATORY #1
1204
ELECTRICAL
1222
TREATMENTOPERATORY #2
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
© 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.
Civil Engineer2834 104th Street
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
SWT DesignLandscape Architect
7722 Big Bend BoulevardSt. Louis, MO 63119
314.644.5700
Hinman ConsultingEngineers, Inc
Physical SecurityOne Bush Street, Suite 510San Francisco, CA 94104
415.621.4423
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
GC-103
LEVEL 01 CODE COMPLIANCE PLAN
Checker Author
3/32" = 1'-0" REF 4B / AI-8025F
LEVEL 01 FLOOR PLAN
N
1 FINAL BID PACKAGE 12/14/15
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
© 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.
Civil Engineer2834 104th Street
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
SWT DesignLandscape Architect
7722 Big Bend BoulevardSt. Louis, MO 63119
314.644.5700
Hinman ConsultingEngineers, Inc
Physical SecurityOne Bush Street, Suite 510San Francisco, CA 94104
415.621.4423
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
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
1 FINAL BID PACKAGE 12/14/15