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StructuralSuspended
STRLSUSP
THE DEPARTMENT OF FINANCETEMPORARY TRANSITION AREA
2314 KRONPRINDSENS GADE
DRAWING LIST
CIVIL DRAWINGS
DRAWINGS
STRUCTURAL DRAWINGS
MEP DRAWINGS
COVER SHEET
KRONPRINDSENS QUARTERST. THOMAS, U.S. VIRGIN ISLANDS
AluminumArchitectAverageBeamBoardBraseBronzeBuilding
DiameterDimensionDoorDownDrawingDrinking fountainEachElectricElectric waterEqualEquipmentEstimateExistingExteriorFabricateFeetFinishFinishedFireproofFloorFluoresentFull sizeFurnishedGaugeGeneralGlass
DIADIMDRDN
DWGDF
EA or Ea.ELECEWC
EQL or EQEQUIP
ESTEXIST
EXTFAB
FT.FIN
FURNGA
GENGL
GYPBDHDW
HDWDHT or HGT
HCHOR or HORIZ
HWINT
J-BOX ORJBLAV
LT
PlumingPlywoodQuantityQuarry titleRadiusReferenceReinforceRemoveRequiredRevision
SectionStainless steelStandardSteel
SystemTelephoneTemperatureTonge and groveTreadTypicalUnfinishedUrinalVent through roofVerify in the fieldVerticalVinyl tileWainscotWater closetWater proofWeightWidthWithWithoutWoodWrought iron
S STSTD
ST or STL
SYSTEL
TEMPT&G
TRTYPUNFUR
VTRVIF
VERTVTILE or V.T.
WCTWC
WTWW/
W/OWDWI
AcousticAbove finished floor
SECT
ACST or ACOUST
CABCLG
CLCM
CERCLRCW
COLCONC
CMUCONST
CONTCONTR
DEMODET
ARCHAVG
BMBRD
BRBRZ
BLDG
Floor Drain F.D.
WP or WTRPRF
REV
SPEC
SCH
REQDRMV
REINFREF
R or RAD.QT
QTYPLY
PLBG
Riser
RoughSchedule
Specification
Horizontal InchHot water InsulationInteriorJunction boxLavatoryLightLightingLinearManufactureManufacturedMarbleMasonryMasonry openingMaterialMaximum
AFFAL or ALUM
CabinetCeilingCenter lineCentimeterCeramicClearCold WaterColumnConcreteConcrete Masonry UnitConstructionContinuousContractorDemolition
R
Square SQRGH
ABBREVIATIONS
Detail
Hollow coreHeightHardwoodHardwareGypsum board
MechanicalMeterMinimum
LTG
MFRMFDMARMASMO
MTLMAX
MMIN
MECH
NaturalNominalNot in contractNot to scaleNumber
On centerOpeningOppositePartitionPlatePlastic laminate PL LAM
PLPTNOPPOPG
OC
NO or #NISNIC
NOMNAT
MullionMiscellaneous
MULLMISC
L
FINDFPFL
FSFLUOR
CODE REQUIREMENTSTHESE DOCUMENTS ARE BASED ON THEFOLLOWING CODES:
V.I. BUILDING CODEINTERNATIONAL BUILDING CODE 2003NFPA LIFE SAFETY CODE 101-2000ADA GUIDELINES, 28 CFR PART 36ADAAG - LATEST ADDITIONSTANDARD 45 CFR 1304
GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.2. CONTRACTOR SHALL FURNISH & PLACE ALL SUPPORTS, TEMPORARY & PERMANENT.3. CO-ORDINATE ALL STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL &
ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF CHASEINSERTS, OPENINGS, SLEEVES, DRIPS, DAMP-PROOFING, CURBS & OTHER PROJECTREQUIREMENTS.
4. ALL SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH SPECIFICATIONS.5. THE CONTRACTOR SHALL USE ONLY APPROVED SHOP DRAWINGS FOR ERECTION IN THE
FIELD WHICH ARE STAMPED BY THE ARCHITECT &/OR THE ENGINEER.6. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED
TYPICAL FOR ALL SIMILAR CONDITIONS.
MASONRY1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST "AMERICAN STANDARD
BUILDING CODE REQUIREMENTS FOR MASONRY".2. ALL CONCRETE BLOCK SHALL BE LOAD BEARING CONCRETE MASONRY UNITS,
CONFORMING TO A.S.T.M. C 90, WITH A MINIMUM COMPRESSIVE STRENGTH,ON NET AREA, OF 1,500 P.S.I.
3. MORTAR FOR MASONRY UNITS SHALL BE TYPE S CONFORMING TO A.S.T.M. C 270.4. MASONRY SHALL BE REINFORCED AS SHOWN ON DRAWINGS.5. GROUT SHALL BE FINE GROUT CONFORMING TO A.S.T.M. C 476 & SHALL ATTAIN
A 28 DAY COMPRESSIVE STRENGHT OF 2,000 P.S.I.6. HIGH LIFT GROUT, IF USED, SHALL NOT BE PLACED UNTIL THE ENTIRE WALL
HAS REACHED AN AGED OF 3 DAYS.
CONCRETE1. ALL CONCRETE WORK & REINFORCING BAR DETAILS SHALL CONFORM TO THE LATEST
A.C.I. CODE.2. ALL CONCRETE SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGHT OF 4,000 P.S.I.3. REINFORCING SHALL BE STANDARD HIGH BOND DEFORMED BARS, & SHALL BE
INTERMEDIATE GRADE, NEW BILLET STEEL MEETING A.S.T.M. 615 SPECIFICATIONS, GRADE 60.4. REINFORCING BARS SHALL BE PLASTIC COATED.5. CLEAR COVER TO MAIN REINFORCING BARS SHALL BE : -
A.
B. WHERE FORMED FACE OF CONCRETE IS IN CONTACT WITHBACKFILL OR EXPOSED TO THE WEATHER, 1 1/2" . #5 BARSOR LESS.
C.
ALL CONTINUOUS REINFORCING BARS SHALL BE LAPPED 30DIAMETERS AT SPLICES & AT CORNERS, UNLESS SHOWN OTHERWISE.
6.
D. IN SLABS AT TOP FACE, 3/4".E. BEAMS & COLUMNS, 1 1/2".
WHERE UNFORMED FACE OF CONCRETE IS IN CONTACT WITHSUBGRADE, 3" EXCEPT SLABS & TROWELLED TOPS OFFOOTINGS, 1 1/2". #5 BARS OR LESS.
AT INTERIOR EXPOSED FACES OF WALL 1".
LUMBER1. ALL FRAMING LUMBER SHALL COMPLY TO NATIONAL DESIGN SPECIFICATION FOR
STRESS GRADE LUMBER & ITS FASTENING, LATEST EDITION, AMENDED TO DATE.2. ALL FRAMING LUMBER SHALL BE PROTECTED FROM LONG EXPOSURE TO THE WEATHER.3. FRAMING LUMBER SHALL BE #2 MIN. KILN DRIED & TREATED SOUTHERN YELLOW
PINE OR EQUAL HAVING A MIN. ALLOWABLE REPETITIVE BENDING STRESS Fb = 1,200 P.S.I.4. ALL METAL ANCHORS, NAILS, TIES, SCREWS ETC. SHALL BE GALVANIZED.
THE VARIOUS PORTIONS OF THE STRUCTURE ARE DESIGNED TO CARRYTHE FOLLOWING LIVE LOADS.DESIGN WIND SPEEDSLOPING ROOFWALLS (PRIMARY FRAMES)FLOORS
42 P.S.F. INWARD,26 P.S.F OUTWARD40 P.S.F.
150 M.P.H.36 P.S.F. NET UPLIFT
MAP OF ISLAND MAP SITE LOCATION
THE deJONGH GROUP P.C.ARCHITECTS AND PLANNERS2200 ESTATE STAABIST. THOMAS, USVI 00802
ARCHITECT ENGINEER SURVEYOR CONSULTANT
SITE
ST THOMAS
MAP SITE PLAN
SITE
G1.00 COVER SHEET
C1.00 SITE PLAN
D1.01 FIRST FLOOR DEMOLITION PLAND2.01
A1.01 PROPOSED FIRST FLOOR PLANA2.01 INTERIOR, DOOR, AND WINDOW SCHEDULES
& DOOR ELEVATIONS
D1.00 DEMOLITION NOTES
DEMOLITION AND PROPOSED WEST ELEVATIONAND INTERIOR RESTROOM 2 ELEVATION
A2.02WALL TYPES & DETAILSA2.03PROPOSED ROOF PLANA3.01
INTERIOR RESTROOM ELEVATIONSA4.01
S1.01 PROPOSED FIRST FLOOR STRUCTUALSLAB PLAN
CONTRACTOR SHALL REFER TO SPECIFICATIONS.7.
G1.01 GENERAL NOTES
FE1.01 FIRE SAFETY LAYOUT
A5.01 RAMP 1 FLOOR, FOUNDATION, SLAB PLANSAND DETAILS
A5.02 RAMPS 2 & 3 FLOOR, FOUNDATION, SLAB PLANSAND DETAILS
A5.03 RAMP 4 FLOOR, FOUNDATION, SLAB PLANSAND DETAILS
M2.01 AIR CONDITION CONDENSING UNIT ANDRACK DETAILS
M2.02 AIR CONDITION DETAILS AND NOTES
A6.01 REFLECTED CEILING PLAN
CEILING DETAILS
E1.01 FIRST FLOOR LIGHTING PLANE2.01 PROPOSED FIRST FLOOR POWER PLAN
M1.01 PROPOSED FIRST FLOOR AIR CONDITIONLAYOUT
SECTION A-AA4.02
A7.01 PROPOSED FIRST FLOOR FURNITURE LAYOUT
ROOF PLAN OVER RESTROOM #3 BLDG. FA3.02
S1.02 BUILDING F FOUNDATION, FLOOR FRAMING& SLAB PLAN
S1.03 BUILDING F FIRST FLOOR DETAILS
P1.01 PROPOSED FIRST FLOOR PLUMBING PLANPLUMBING DIAGRAM & NOTES
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
G1.00
COVER SHEET
a. FOOTINGS AND SLABS ON GRADE, 1 TO 1-1/4 INCH MAXIMUM.b. WALLS AND STRUCTURAL SLABS, 3/4 INCH MAXIMUM.
7. CONCRETE STRENGTH MIX DESIGN SHALL BE DOCUMENTED BY NEWOR EXISTING TEST REPORTS FROM APPROVED LICENSED TESTINGLABORATORIES PRIOR TO BATCHING.
8. EXPOSED CONCRETE FORMING AND FINISH SHALL BE AS NOTED ONARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR
9. PROJECTING CORNERS OF BEAMS, COLUMNS, ETC. SHALL BEFORMED WITH 3/4 INCH CHAMFER, UNLESS OTHERWISE DETAILED.
10. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TOPROVIDE THE SPECIFIED CHAMBERS SHOWN ON THE DRAWINGS.
11. SHORING OF STRUCTURAL SLABS:
a. ALL SHORING AND RESHORING SHALL BE DONE IN ACCORDANCEWITH ACI STANDARD RECOMMENDED PRACTICE FOR CONCRETE
b. ONE HUNDRED PERCENT SHORING AND FORMS SHALL REMAIN INPLACE FOR 14 DAYS MINIMUM. SHORING MAY BE REDUCED TO 50PERCENT AFTER 14 DAYS, PROVIDED CONCRETE STRENGTH EQUALS ATLEAST 75 PERCENT OF DESIGN STRENGTH.c. RESHORES SHALL NOT BE REMOVED IF CONCRETE STRENGTH DOESNOT MEET SPECIFIED STRENGTH AT 28 DAYS.d. NEWLY PLACED SLABS SHALL NOT BE USED TO SUPPORT SLABSABOVE UNTIL THE LOWER SLAB HAS CURED FOR 5 DAYS, MINIMUM.SHORING TO SUPPORT UPPER LEVEL SLAB MAY BE PLACED WITHIN
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONALBUILDING CODE UNLESS MORE STRINGENT REQUIREMENTS AREREQUIRED IN THE PLANS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL CONDITIONS,ELEVATIONS AND DIMENSIONS BEFORE STARTING WORK. THEARCHITECT AND ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
3. THE CONTRACTOR SHALL INFORM THE ARCHITECT AND ENGINEER IN WRITINGOF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR INTHE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TOCONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OFSUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TOALL CONCERNED, AND WORK SHALL BE PERFORMED IN A MANNER ASDIRECTED BY THE ENGINEER. ANY SUCH DISCREPANCY, OMISSION, ORVARIATION NOT REPORTED, SHALL BE THE RESPONSIBILITY OF THE
4. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE METHOD OF CONSTRUCTION.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOPROVIDE TEMPORARY BRACES, SHORES AND GUYS, WHEREVERNECESSARY TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAYBE SUBJECTED DURING CONSTRUCTION, INCLUDING ERECTION OFEQUIPMENT AND ITS OPERATION. THIS TEMPORARY SUPPORT SYSTEMSHALL HOLD ALL ELEMENTS AND MEMBERS IN THEIR FINAL POSITIONUNTIL TOTALLY AND FINALLY CONNECTED TO THE PERMANENT BRACING
6. THE TYPICAL NOTES AND DETAILS SHALL APPLY IN ALL CASESUNLESS SPECIFIC DETAILS OCCUR ELSEWHERE. WHERE NO DETAIL ISSHOWN, CONSTRUCTION SHALL BE AS FOR SIMILAR WORK.
7. REQUIRED INSPECTIONS BY VIRGIN ISLANDS DEPARTMENT OFPLANNING AND NATURAL RESOURCES (BUILDING DEPARTMENT):
1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICANCONCRETE INSTIITUTE (ACI) - BUILDING CODE REQUIREMENTS FORREINFORCED CONCRETE (ACI 318- LATEST REVSION).
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTHAFTER 28 DAYS EQUAL TO OR GREATER THAN 4,000 PSI.
3. CONTINUOUS INSPECTION REQUIRED FOR ALL CONCRETE.INSPECTION BY BUILDING INSPECTOR REQUIRED FOR PLACEMENT OFREINFORCING STEEL PRIOR TO PLACING CONCRETE. CONTINUOUSINSPECTION IS NOT REQUIRED DURING PLACING CONCRETE OR
4. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) UNLESSNOTED AS LIGHTWEIGHT CONCRETE.
5. PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE II, LOW ALKALI.
6. CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33 WITH THEFOLLOWING NOMINAL LIMITATIONS:
FORMWORK (ACI - 347).
THE 5 DAY CURING PERIOD.
REINFORCING.
DETAILS.
a. FOUNDATIONS
ELEMENTS.
b. CONCRETEc. MASONRY
B. CONCRETE:
GENERAL NOTESA. GENERAL :
CONTRACTOR.4. ALL MORTAR AND GROUT SHALL HAVE A MINIMUM 28 DAYS ANSI/NFoPA NDS - 1991 - NATIONAL DESIGN STANDARDS.
3. PLYWOOD SHEATHING - PRESSURE TREATED (U.S. PS1-83) WITHEXTERIOR GLUE AND APA RATED.
4. ALL NAILING SHALL BE IN ACCORDANCE WITH IBC REQUIRMENTSUNLESS NOTED OTHERWISE ON THE DRAWINGS. USE COMMON WIRENAILS. NAILING OF ROOF, FLOOR AND SHEARWALL SHEATHING SHALLBE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE
5. BOLTS SHALL COMPLY WITH ASTM A-307, BOLT HOLES IN WOODSHALL BE 1/16 INCH MAXIMUM OVERSIZE. ALL BOLT HEAD AND NUTSBEARING ON WOOD SHALL HAVE STEEL WASHERS.
6. NO LENGTH OF SPLIT IN MEMBER SHALL EXCEED THE WIDTH OF
7. CONNECTOR DESIGNATIONS REFER TO STRONG-TIE CONNECTORS BYSIMPSON COMPANY. ALL CONNECTORS TO BE INSTALLED ACCORDING TOMANUFACTURER'S INSTRUCTIONS.
8. ANY HOLE THROUGH STRUCTURAL MEMBERS FOR PIPES OR CONDUIT
9. NAIL ALL 2X DOUBLE JOIST WITH 16d NAILS AT 9 INCH ON
10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS.
11. FOR SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS,SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. FRAMEALL FOUR SIDES OF OPENING WITH ADEQUATE MEMBERS AND
12. PROVIDE DOUBLE STUDS UNDER ALL BEAM ENDS UNLESS NOTEDOTHERWISE AND CARRY STUDS DOWN TO FOUNDATION.
SHALL BE VERIFIED WITH THE STRUCTURAL ENGINEER.
SPAN. CONTACT STRUCTURAL ENGINEER IF CLARIFICATION IS NEEDED.
TOLERANCE SHALL BE AS PER ACI 318.
7. SPLICES IN HORIZONTAL WALL REINFORCEMENT SHALL BESTAGGERED 3'-0" MINIMUM FROM SPLICE CENTERLINE. WHERE WALLSHAVE TWO LAYERS OF REINFORCING, SPLICES SHALL NOT OCCUR IN
8. ALL REINFORCING SHALL BE ACCURATELY PLACED AND ADEQUATELYSUPPORTED BEFORE CONCRETE IS PLACED AND SHALL BE SECUREDAGAINST DISPLACEMENT WITHIN PERMITTED TOLERANCE, CLEARANCEFOR REBAR SHALL BE SHOWN IN DETAIL OR CALLED IN NOTES.
9. PROVIDE SLEEVES FOR PLUMBING MECHANICAL AND ELECTRICAL OPENINGSIN THE CONCRETE MEMBERS BEFORE PLACING CONCRETE. DO NOT CUT ANYREINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOTPERMITTED EXCEPT WHERE SHOWN ON DRAWINGS OR APPROVED BYTHE STRUCTURAL ENGINEER.
THE SAME LOCATION.
a. GROUT MIX SHALL BE IN ACCORDANCE WITH IBC STANDARDS.
9. GROUT ALL CELLS, UNLESS OTHERWISE NOTED.
10. USE BOND BEAM UNITS AT HORIZONTAL REINFORCING.
11. LOCATE REBARS ABOUT CENTERLINE OF MASONRY WALL UNLESS
COMPRESSIVE STRENGTH EQUAL TO 1800 PSI AND 2000 PSI,RESPECTIVELY. ADMIXTURES WHEN USED SHALL BE PERMANUFACTURER'S RECOMMENDATION AND WITH APPROVAL OF THE
5. PORTLAND CEMENT - ASTM C150, TYPE II, LOW ALKALI.
6. MORTAR MIX - 1:3 WITH 1/4 PART LIME PUTTY, TYPE S.
7. GROUT MIX - 1:3 WITH 2 PARTS PEA GRAVEL.
5. MINIMUM CLEARANCE BETWEEN REINFORCING AND FACE OF
b. CONCRETE BELOW GRADE (FORMED) = 2"
d. CONCRETE WALLS, INTERIOR WALLS = 2"e. CONCRETE SLAB (STRUCTURAL) = 2"f. CONCRETE BEAMS AND COLUMNS = 2"
CONCRETE SHALL BE AS FOLLOWS (UNLESS SHOWN OTHERWISE):
a. CONCRETE BELOW GRADE (CAST AGAINST SOIL) = 3"
c. CONCRETE WALLS EXPOSED TO WEATHER = 2"
6. SPLICES IN COLUMNS AND BEAMS SHALL OCCUR ONLY WHEREDETAILED. SPLICES IN CONTINUOUS GRADE BEAMS SHALL OCCUR AT 1/3
BETWEEN MASONRY, UNLESS OTHERWISE NOTED.
UNLESS OTHERWISE NOTED ON PLANS.
13. ALL WOOD PLATES TO BE BOLTED TO THE TOP OF MASONRY WALLSSHALL BE SET ON A MORTAR BED, TO PROVIDE UNIFORM BEARING.
D. REINFORCING STEEL FOR CONCRETE AND MASONRY:1. REINFORCING BARS: ASTM A615, GRADE 60. ALL REINFORCINGSTEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A706,
a. CONCRETE SEE SCHEDULE ON DRAWING.b. MASONRY SEE SCHEDULE ON DRAWING.
3. WELDING ELECTRODES: AWS D1.4, CLASS E90, LOW HYDROGEN.
4. MINIMUM SPLICE LENGTHS, UNLESS DETAILED OTHERWISE:
c. WELDED WIRE FABRIC SHALL BE SPLICED WITH A MINIMUM LAP OF
2. WELDED WIRE FABRIC: ASTM A185.
12. ALL WALLS SHALL BE CONSTRUCTED USING 1/2 RUNNING BOND
12 INCHES.
8. GROUT REQUIREMENTS:
DETAILED OTHERWISE.
BUILDING OFFICIAL.
CONNECTORS.
THE MINOR FACE.
COVERING.USEONLY ACQ APPROVED CONNECTORS
CENTER, STAGGERED.
E. NON-SHRINK GROUT OR DRYPACK:
1. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED
2. MINIMUM FORMULA REQUIREMENTS.
a. NO SHRINKAGE AFTER PLACEMENT.b. NO EXPANSION AFTER SET (ASTM C-827).c. INITIAL SET UP TIME NOT LESS THAN 45 MINUTES (ASTM C-1911).d. ONE DAY COMPRESSIVE STRENGTH = 3000 PSI (ASTM C-109).e. f'c AT 28 DAYS = 5000 PSI.
1. ALL LUMBER SHALL BE SOUTHERN YELLOW PINE, GRADE #1 -PRESSURE TREATED, UNLESS OTHERWISE NOTED.
2. ALL FRAMING LUMBER SHALL BE S4S. LUMBER DESIGN BASED ON
NON-METALLIC FORMULA.
1. CONCRETE BLOCK MASONRY UNITS: ASTM C90, UNIT AREASTRENGHT F'm = 1900 PSI, MEDIUM WEIGHT. MASONRY UNIT COLORAND FACE TEXTURE AS NOTED ON ARCHITECTURAL DRAWINGS. DESIGN
2. MASONRY UNIT SHALL HAVE BEEN CURED FOR NOT LESS THAN 28DAYS AND SHALL BE CLIMATIZED TO SITE BEFORE PLACED IN
b. SAMPLING AND PLACING OF MASONRY UNITS.c. PLACEMENT OF REINFORCEMENT.
DURING ALL GROUTING OPERATIONS.
a. PREPARATION AND FORMING OF WALL PRISMS.
d. GROUT SPACE IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS AND
3. CONTINUOUS INSPECTION IS REQUIRED, UNLESS NOTED OTHERWISE,
STRENGHT f'm = 1500 PSI.
BUILDING.
C. MASONRY:
FOR:
F. LUMBER:
SYMBOLS LEGEND
EXISTING CONCRETE SLAB
NEW CONCRETE SLAB
CONTRACTOR SHALL VERIFY ALL SITE DIMENSIONSIN THE FIELD
12. CONTRACTOR SHALL REFER TO SPECIFICATIONS.
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
GENERAL NOTES
G1.01
NORTH
GENERAL GADE
EXISTINGPARKING
STEELGATE
WROUGHTIRONGATE
WROUGHTIRON GATE
UPUPUP
UP
UPUP
ISLAND FAIR DEPARTMENT STORE
KR
ON
PR
IND
SE
NS
GA
DE
EXISTING FENCETO REMAIN
AREA OF RENOVATION
BUILDING "A"
BUILDING "A" BUILDING "F"BUILDING "D"
BUILDING "E"
AREA OF RENOVATIONAREA OF RENOVATION
EXISTING TREETO BE REMOVED
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
1SCALE: 1/16" = 1'-0"SITE PLAN
SITE PLAN
C1.00
2NO TO SCALEGENERAL NOTES
REMOVE ALL COUNTERS SURFACES AND FRAMINGTHAT SUPPORTS IT.
DEMOLITION NOTESGENERAL NOTES
PRIOR TO ALL DEMOLITION WORK IDENTIFY & LABELALL MECHANICAL, ELECTRICAL, AND PLUMBINGCOMPONENTS AND FUNCTIONS. PROVIDE GRAPHICSCHEMATIC DIAGRAM SHOWING CIRCUITRY OFELECTRICAL COMPONENTS TO REMAIN BOTH THE:ORIGIN & RESPECTIVE PANEL TO WHICH THEYRELATE. ALL ELECTRICAL DEMOLITION TO BEPERFORMED BY A QUALIFIED PROFESSIONALCONTRACTOR LICENSED IN THE U.S. VIRGIN ISLANDS.
No. 1& 2 OF DEMOLITION NOTES ARE APPLICABLETO ALL DRAWING SHEETS.
13
DESCRIPTION
PLUMBING DEMOLITION KEYFIXTURE
URINAL
WATER CLOSET
KITCHEN SINK
LAVATORY SINK
DESCRIPTION
WALL DEMOLITION KEYLINE TYPE
REMOVE PARTITION DRYWALL AND FRAMING
EXISTING TO REMAIN
EXISTING COLUMN TO REMAIN
EXISTING WINDOW TO REMAIN
NEW WALL
PATCH AND SCRAPE MASS MASONRY EXT.WALLS.
EXISTING WINDOW TO BE REMOVED
EXISTING DOOR TO REMAIN
EXISTING DOOR TO BE REMOVED
DEMOLITION NOTESCONTRACTOR SHALL VISIT AND EXAMINE THESITE & STRUCTURE TO VERIFY ALL QUANTITIESAND EXISTING CONDITIONS TO BE REMOVED.
REMOVE ALL DEBRIS FROM CONSTRUCTION SITEAND DISPOSE OF DEBRIS IN A MANNER AS PER VICODE.
REMOVE PAINT AND RECONDITION ALL WALLS TOREMIAN IN PREPARATION OF NEW PAINT.
SCRAPE PATCH AND REPAIR EXTERIOR MASSMASONRY WALL TO RECEIVE NEW HIGH PERFORMANCECOATING.
REMOVE ALL EXISITING WALL BOARDSATTACHED TO WALLS. THIS SHALL INCLUDE BUTIS NOT LIMITED TO THE REMOVAL OF ALL WOODCASED OPENINGS, DOORS, FRAMES AND TRIM,WOOD BASE, WINDOW TRIM ETC.. CHECK EXISTINGWALL FRAMING FOR INSECTS, WATER, EVIDENCE OFMOLD AND OTHER DAMAGE. SAFEGUARD ALLDOORS, FRAMES, & HARDWARE FOR POTENTIALSALVAGE & REUSE IN OTHER LOCATIONS. REUSETO BE DETERMINED BY ARCHITECT. SEE FLOORPLAN FOR NEW WORK.
REMOVE ALL COMPROMISED ELECTRICAL WORKWHICH INCLUDES BUT IS NOT LIMITED TO ALLOUTLETS, SWITCHES, LIGHTS: CEILING AND WALL,EXIT SIGNS, EMERGENCY LIGHTS,PHONE OUTLETS, CEILING FANS, PANELS ANDWIRING AND CEILING FANS. SEE ELECTRICALDRAWINGS FOR NEW WORK.REMOVE EXISTING PLUMBING AND MECHANICALEQUIPMENT WHICH INCLUDES BUT IS NOT LIMITEDTO ALL PLUMBING FIXTURES AND PIPES: BOTHWATER, AND WASTE, VENT PIPES, MECHANICALGRILLS AND DUCTWORK SUPPLY, RETURN ANDEXHAUST, ALL MECHANICAL EQUIPMENTAND THERMOSTATS AS REQUIRED. SAFEGUARDALL URINALS, WATER CLOSETS, SINKS BOTH:BATHROOM & KITCHEN AND RELATED COMPONENTSFOR POTENTIAL SALVAGE & REUSE IN OTHERLOCATIONS. REUSE TO BE DETERMINED BYARCHITECT. SEE MECHANICAL AND PLUMBINGDRAWINGS FOR NEW WORK.
REMOVE EXSITING DOORS AND CONTRACTOR SHALLDISPOSE OR STORE AS PER TH E ARCHITECT/ OWNERSREQUEST.
REMOVE ALL EXISTING WINDOWS AS NOTED.SEE WINDOW SCHEDULE FOR NEW WORK.
REMOVE AND SAFEGUARD ALL CHAIRS, DESKS,CUBICLES & PARTITIONS IN THERE ENTIRETY. ALLCHAIRS, DESKS, CUBICLES & PARTITIONS TO BESTORED IN LOCATION DESIGNATED BY OWNERFOR POTENTIAL SALVAGE & REUSE IN OTHERLOCATIONS. REUSE TO BE DETERMINED BY OWNER.
2
3
4
6
7
9
10
11
12
1
REMOVE EXISTING BI FOLD DOORS AND REPAIRFRAME AS REQUIRED AS PER PROPOSED FLOOR PLAN.5
REMOVE ALL EXISTING PLUMBING FIXTURESAND PREPARE AREA TO RECEIVE NEW FIXTURES.STORE REMOVED FIXTURES FOR POTENTIALSALVAGE & REUSE IN OTHER LOCATIONS. SEEFLOOR PLAN FOR PROPOSED WORK.
DEMOLITION NOTES14
REMOVE EXISTING EXTERIOR DOOR AND PREPAREOPENING TO RECEIVE NEW WINDOW (SEE WINDOWSCHEDULE)
18
RAMPS TO BE REMOVED AND RECONSTRUCTEDTO COMPLY WITH ADA REGULATIONS.19
CONTRACTOR SHALL REMOVE ALL PARTITIONCOMPARTMENTS AND PLUMBING FIXTURES.RESTROOM TO BE RENOVATED IN COMPLIANCEWITH ADA REGULATIONS. COORDINATE NEWLAYOUT WITH EXISTING PLUMBING LINES.
20
21
22
REMOVE EXISTING FLOORING MATERIAL AND PREPAREFLOOR FOR NEW ELEC. AND MECHANICAL TRENCH.ASDENOTED ON PROPOSED FLOOR PLAN.
23
REMOVE EXISTING FLOOR AND WALL TILEIN RESTROOMS AND REPLACE ANY EXISTINGSHEATHING WITH CEMENT BOARD AND PREPAREAREA TO RECEIVE NEW WALL TILE AND FLOOR TILE.
15 CONTRACTOR TO VERIFY IF FLOOR DRAINSEXIST IF SO THEN SNAKE AND CLEAN OUTALL EXISTING FLOOR DRAINS IN PREPARATIONFOR NEW CONNECTIONS.
16WALLS AND FLOORS TO HAVE TRENCH TO PREPAREFOR NEW ELECTRICAL AND MECHANICAL CONDUIT(SEE PROPOSED PLAN)
17
REMOVE EXISTING PLANTER ON EXTERIOR EAST SIDEOF BUILDING AS NOTED
CONTRACTOR SHALL REMOVE ALL ACOUSTICALCEILING TILE AND LIGHTING FIXTURES . REMOVE ALLPOWER ASSOCIATED WITH THE DENOTED AREAS ANDSET UP TEMPORARY POWER AS PER THE ARCHITECTSREQUEST IF AND PREPARE AREA FOR NEW POWERAND ELECTRICAL CONNECTIONS.
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
1NOT TO SCALEDEMOLITION NOTES
DEMOLITION NOTES
D1.00
O.C. & B.S.
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
UP
UP
33 3
3
3
3
3
33 3
3
33
FIRST FLOOR BUILDING F
FIRST FLOOR BUILDING E
NE
W P
LAN
TER
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESS AND
UP
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
LEGENDEXISTING TO REMAIN
EXISTING TO BE REMOVED
N.I.C. NOT IN CONTRACT
6 6 6
6 6 6
6 6
6
20
2020
20
SEE SHEET D1.00 FOR NOTES.
PREPARE AREATO RECEIVE NEWRAMPS, STAIRS,ELEVATOR &DRAINAGE LAYOUT
AREA OFRENOVATION
ISLAND FAIR DEPARTMENT STORE (N.I.C.) EXISTING BUILDING TO REMAIN
EXIS
T. B
LDG.
TO
REM
AIN
(N.I.
C.)
EXIS
T. T
O BE
REN
OVAT
EDEX
IST.
BLD
G. T
O RE
MAI
N
EXIST. BLDG. TO REMAIN (N.I.C.) EXIST. BLDG. TO REMAIN (N.I.C.)
FIRST FLOOR PLAN - BUILDING D - OFFICES B.I.T. & D.O.F.
UP
UP
333
3
UP
33 3
3
3
3
3
33 3
3
33
FIRST FLOOR BUILDING F
UP
UPUP
DN.
FIRST FLOOR BUILDING E
NE
W P
LAN
TER
UP
110
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESS ANDGENERAL ENTRY
STEELGATE
UP
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
GENERAL GADE
PART
IAL
RENO
VATI
ON
LEGENDEXISTING TO REMAIN
EXISTING TO BE REMOVED
N.I.C. NOT IN CONTRACT
EXISTINGCOLUMNS
6 6 6
6 6 6
6 6
6
20
2020
20
3 3 3 3
3 3 33
3 3 3 3
3 3
3
3
3 3
SECOND FLOOR
SEE SHEET D1.00 FOR NOTES.
PREPARE AREATO RECEIVE NEWRAMPS, STAIRS,ELEVATOR &DRAINAGE LAYOUT
REMOVE ALL EQUIP. & APPLIANCES TO PREPARE FOR NEW DRAINAGE LAYOUT & SLABREMOVE ALL EQUIP. & APPLIANCES TO PREPARE FOR NEW DRAINAGE LAYOUT & SLAB
PREP AREA FORNEW ELEVATOR
AREA OFRENOVATION
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2SCALE: 1/8" = 1'-0"FIRST FLOOR DEMOLITION PLAN
1SCALE: 1/16" = 1'-0"FIRST FLOOR DEMOLITION PLAN
FIRST FLOORDEMOLITION PLAN
D1.01
O.C. & B.S.
EXISTING SECTION / ELEVATIONBUILDING A
EXISTING WEST ELEVATIONBUILDING F
EXISTING DOORS & WINDOWS TO BEREMOVED. PREPARE TO RECEIVED NEWWINDOWS
EXISTING STAIR AND LANDING TO BE REMOVEDPREPARE FOR NEW SLOPED TO ENTRY
EXISTING AREA (N.I.C.)
MA
TCH
LIN
E
EXISTING WINDOWS TO REMAIN
100111 112 113
EXISTING DOORS & WINDOWSTO REMAIN
PROPOSED SECTION / ELEVATIONBUILDING A
PROPOSED WEST ELEVATIONBUILDING F
NEW WINDOWS
MA
TCH
LIN
ENEW STAIR AND HANDRAIL
EXTERIOR COLORSTO MATCH EXISTING
AB
CD
5'-0"
4'-10
"
AIR HAND DRYER
TOILETPAPERDISPENSER
THRESHOLD
6"X6" FLOORTILE
SOAPDISPENSER
MIRROR
LAVATORY
WATER CLOSET
FURRED WALL
PAINTED GYPSUMBOARD
SOAP DISPENSER
LAVATORY
WATER CLOSET
BASE PLATE
4"3'-
1 1/
2"4"
MIRRORWAINSCOTT
6"X6" WALLTILE
4"3'-
1 1/
2"4"
1'-7"BASE
PLATE
LAVATORY
SOAPDISPENSER
MIRROR
TOILET PAPERDISPENSER
WATER CLOSET
WAINSCOTT
PAINTEDGYPSUMBOARD
4"3'-
1 1/
2"4"
1'-7"
4'-0"
PAINTED GYPSUMBOARD
AIR HAND DRYER
TOILET PAPERDISPENSER
BASE PLATE
WAINSCOTT
6"X6" WALLTILE
WATER CLOSET
4"3'-1 1/2"
4"
PAINTED GYPSUMBOARD
WAINSCOTT
6"X6" WALLTILE
BASE PLATE
INTERIOR DOOR
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
SCALE: 1/8" = 1'-0"DEMOLITION WEST ELEVATION
DEMOLITION SOUTH,EAST & WEST ELEVATION
1
D2.01
O.C. & B.S.
3SCALE: 1/2" = 1'-0"UNISEX RESTROOM 2 FLOOR PLANS
2SCALE: 1/8" = 1'-0"PROPOSED WEST ELEVATION
4SCALE: 1/2" = 1'-0"UNISEX RESTROOM 2 INTERIOR ELEVATION A 5
SCALE: 1/2" = 1'-0"UNISEX RESTROOM 2 INTERIOR ELEVATION B 6
SCALE: 1/2" = 1'-0"UNISEX RESTROOM 2 INTERIOR ELEVATION C
7SCALE: 1/2" = 1'-0"UNISEX RESTROOM 2 INTERIOR ELEVATION D
UP
UP
110
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
MEN'S WOMEN'S
ELEVATOR 2
ELEVATOR 1
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFF
EXISTINGCOLUMNS
STEELGATE
UP
UPUP
DN.
COPYCENTER
NEW STAIR
DN.
FIN122
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TOREMAINEXISITNG TO REMAIN
EXISITNG TOREMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.LOBBY
OUTLINE OF SECONDFLOOR ABOVE
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
N.I.C.
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP ADA ACCESS
AND STAFF
102
101
103 104
105 106
107
108
109
110
111 112
113
114
115
116
118
117
FIN141
FIN142
101102 103 104
105
106
107
108109110
FIN119
FIN143
FIN120
FIN121
48'-0"+/-
11'-2 +/-
10'-2 +/-
5'-1 +/-
18'-2 +/-
17'-0"+/-
12'-2"+/-
11'-6"+/-
11'-3 1/2"
13'-3 1/2"5'-7 1/2"
7'-6"
7'-7" 8'-4"
2'-1 1/2"
4'-10 1/2"
6'-0"
11 1/2"
3'-0"10 1/2"
5'-11" 3'-7"3'-8 1/2"
2" 4'-0" 1'-11" 1'-8 1/2" 4'-0" 1'-1/2"
6'-0"4'-1"
5'-4"3'-5"
11'-8 1/2"5'-8 1/2"
3'-5"
5'-0"
21'-11 1/2"43'-4"+/-
6'-7 1/2" +/-
19'-1" +/-
5'-0" +/-
7'-5 1/2" +/-
7'-10 1/2" +/-
16'-9 1/2" +/-
8'-7 1/2" +/-12'-0" +/-
18'-9 1/2" +/-
18'-5" +/-20'-9" +/-
13'-9" 10'-0" 11'-0" 11'-0"
13'-9
" +/- 9'-6"
+/-
13'-9
" +/- 9'-
6"
8'-6
1/2"
+/-
4'-3"
+/-
4'-0"
8'-1" +/-
3'-8" +/- 5'-11 1/2" +/-
8'-9
1/2"
+/-
11'-0"8'-3
1/2"
+/-
5'-0" 12'-0"
8'-9
1/2"
+/-
57'-6" +/-
53'-10" +/-
22'-9
1/2
" +/-
14'-1" +/-
5'-8
1/2"
+/-
9'-1"
+/-
14'-1" +/-
8'-6 1/2" +/-
5'-2" +/-7'-1/2" +/-
9'-3 1/2" +/-
13'-5" +/-
4'-10 1/2" +/-
5'-3"
14'-0" +/-3'-
1 1/
2"
7'-10 1/2"
11'-7"
100
10 10
10 10 10 10 10
10 10
10
10
10
10
10 10 10
11
10
13
13
13
13
13
1313
13
13
10
1312 12
13
1313
12
12
12
13
13
13
13
13
13
13
1310
19
19
6'-11
1/2
"
8'-7"
5'-3"
1111
RAMPS WITH INTEGRAL HANDRAILSALUMINUM. RUBBER PADS BELOWALL HOLD-DOWNS / CLEATS.Pviramps.comEzaccess.comHandiramp.com
101 102103
104
105
106
108
109
107
110
111
112
113
114
116
117
115
118
120
121
123
122
125
124
119
BIT-101
BIT-102
BIT-104
BIT-103
BIT-105
FIN-106FIN-107
FIN-108
FIN-102A
FIN-102B
FIN-129
FIN-130
FIN-131
FIN-110
FIN-109
FIN-127
FIN-128
FIN-126
FIN-106A
BIT-106
FIN-101
FIN-104
FIN-103
BIT-107
OFFICE
CONFERENCEROOM
COPYCENTERANDSUPPLIESOFFICE OFFICE
OFFICE AREA
A/C ROOMRECEPTION /SPECIALIST
UNISEX RESTRM.
CORRIDORNO.1
UNSEXRESTRM.
STORAGENO.1
OFFICE AREA
OFFICE
OFFICE
STORAGE NO.2
UNISEX RESTRM.
T.B.D.
RAMP NO.2
OFFICE AREA
SERVERCLOSET
EXISTINGTO REMAINDATACLOSET
CONFERENCETRAINING ROOM
STORAGE &CONTROL
STORAGE
RAMP NO.4
COMPUTER TRANING LAB
LOBBY NO.1
FURNITURETROLLEY
LOBBYNO.2
COPYCENTER
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
UP
ADA ACCESSAND STAFF
MEN'S WOMEN'S
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFFADA ACCESS
AND STAFFCOMPUTER TRAINING LABALT. 3
UP
UP
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
ELEVATOR 1
DOF PARKINGTO REMAIN
-6"
COPYCENTER
DN.
EXISITNG TO REMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP ADA ACCESS
AND STAFF
102
101
103 104
105 106
107
108
109
110
111 112
113
114
115
116
118
117
101102 103 104
105
106
107
1081091106'-0"
11 1/2"
3'-0"10 1/2"
5'-11" 3'-7"3'-8 1/2"
2" 4'-0" 1'-11" 1'-8 1/2" 4'-0" 1'-1/2"
6'-0"4'-1"
5'-4"3'-5"
13'-9" 10'-0" 11'-0" 11'-0"
13'-9
" +/- 9'-6"
+/-
13'-9
" +/- 9'-
6"
8'-6
1/2"
+/-
4'-3"
+/-
4'-0"
8'-1" +/-
3'-8" +/- 5'-11 1/2" +/-
8'-9
1/2"
+/-
11'-0"8'-3
1/2"
+/-
5'-0" 12'-0"
8'-9
1/2"
+/-
57'-6" +/-
53'-10" +/-
22'-9
1/2
" +/-
14'-1" +/-
5'-8
1/2"
+/-
9'-1"
+/-
14'-1" +/-
8'-6 1/2" +/-
5'-2" +/-7'-1/2" +/-
9'-3 1/2" +/-
13'-5" +/-
4'-10 1/2" +/-
3'-1
1/2"
100
10 10
10 10 10 10 10
10 10
10
10
10
10
10 10 10
11
10
13
13
13
13
13
1313
13
13
10
1312 12
13
1313
12
12
12
13
13
13
13
13
13
13
1310
19
19
6'-11
1/2
"
8'-7"
5'-3"
1111
RAMPS WITH INTEGRAL HANDRAILSALUMINUM. RUBBER PADS BELOWALL HOLD-DOWNS / CLEATS.Pviramps.comEzaccess.comHandiramp.com
101 102103
104
105
106
108
109
107
110
111
112
113
114
116
117
115
118
120
121
123
122
125
124
119
OFFICE
CONFERENCEROOM
COPYCENTERANDSUPPLIESOFFICE OFFICE
OFFICE AREA
A/C ROOMRECEPTION /SPECIALIST
UNISEX RESTRM.
CORRIDORNO.1
UNSEXRESTRM.
STORAGENO.1
OFFICE AREA
OFFICE
OFFICE
STORAGE NO.2
UNISEX RESTRM.
T.B.D.
RAMP NO.2
OFFICE AREA
SERVERCLOSET
EXISTINGTO REMAINDATACLOSET
COPYCENTER
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
UP
ADA ACCESSAND STAFF
DOF PARKINGTO REMAIN
-6"
ADA ACCESSAND STAFF
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2SCALE: 1/8" = 1'-0"PROPOSED SECOND FLOOR PLAN
1SCALE: 1/16" = 1'-0"PROPOSED FIRST FLOOR PLAN
PROPOSED FIRSTFLOOR PLAN
A1.01(ENLARGEMENT)
REMARKSNO. ROOM DESCRIPTION FLOOR BASE WAINS/
COATWALLS
NORTH EAST SOUTH WEST
CEILING
MATERIAL HGT.
INTERIOR FINISH SCHEDULE
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
OFFICE
COPY CENTER
COPY CENTER AND SUPPLIES
COPY CENTER
UNISEX RESTROOM
OFFICE SWING SPACE AREA
RAMP NO.3
SERVER CLOSET
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
EXPOSED
PAINTEDG.W.B.
PAINTEDG.W.B.
CER. TILE/PTD. G.W.B.PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PTD WOOD
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE
VINYLTILE
VINYLTILE
VINYLTILE
VINYLTILE
CERAMICTILE
VINYLTILE
VINYLTILE
VINYLTILE
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE
ACOUST. TILECERAMICTILE
ACOUST. TILEPAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE
ACOUST. TILEPAINTEDPAINTEDG.W.B. PAINTED
PAINTEDG.W.B.
VINYLTILE
ACOUST. TILEPAINTEDG.W.B.
PAINTEDG.W.B. PAINTED
PAINTEDG.W.B.
VINYLTILE
ACOUST. TILEPAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE
CONFERENCE ROOM
OFFICE
OFFICE
OFFICE
UNISEX ROOM
STORAGE
UNISEX ROOM
A/C ROOM
CORRIDOR 1
PAINTEDG.W.B.
CERAMICTILE
CER. TILE/PTD. G.W.B.
CER. TILE/PTD. G.W.B.
CER. TILE/PTD. G.W.B.
CERAMICTILE
CER. TILE/PTD. G.W.B.
CERAMICTILE
CERAMICTILE
CER. TILE/PTD. G.W.B.
CER. TILE/PTD. G.W.B.
CER. TILE/PTD. G.W.B.
CERAMICTILE
EXPOSED
EXPOSED
EXPOSED
EXPOSED
EXPOSED
EXPOSED
EXPOSED
EXPOSED
OFFICE AREAPAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE
EXPOSED
EXPOSED
EXPOSED
EXPOSED
RAMP NO.1PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE EXPOSED
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE EXPOSED
OFFICEPAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE EXPOSED
OFFICEPAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE EXPOSED
CER. TILE/PTD. G.W.B.
CERAMICTILE
CER. TILE/PTD. G.W.B.
CER. TILE/PTD. G.W.B.
CER. TILE/PTD. G.W.B.
CERAMICTILE
STORAGEPAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE
ACOUST. TILEPAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
PAINTEDG.W.B.
VINYLTILE
RAMP NO.2VINYLTILE
ACOUST. TILE
ACOUST. TILE
T.B.D.
T.B.D.
PAINTED PAINTED PAINTEDVINYL
FIRS
T FL
OOR
OFFI
CE S
WIN
G SP
ACE
BURE
AU IN
FORM
. TEC
H.
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
PTD WOOD
DA WOOD DOOR B BI FOLD WOOD DOOR C WOOD DOORFIXED LOUVERS
EXTERIOR WOOD DOORWITH VISION PANELPANIC HARDWARECARD KEY ACCESS
E DOUBLE/ METAL DOORWITH LOUVERS
F WOOD DOORFIXED LOUVERS
G METAL DOORWITH VISION PANELPANIC HARDWARECARD KEY ACCESS2 HOUR FIRE RATED
TYPE
DOOR FRAME
REMARKSNOMINAL DOOR OPENING SIZE
W H THKTYPE MAT'L FINISH TYPE MAT'L
EXISTING
NO.
HARD
WAR
ESE
T #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
3'-0" WOOD STAINED METAL7'-0"
3'-0" WOOD STAINED METAL7'-0"
3'-0" WOOD STAINED7'-0"
3'-0" WOOD STAINED7'-0"
3'-0" WOOD STAINED7'-0"
3'-0" WOOD STAINED7'-0"
3'-0" WOOD STAINED7'-0"
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
DOOR SCHEDULE
A
A
A
A
A
A
A
EXISTING EXISTING EXISTING EXISTING EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
B
D
3'-0" 7'-0"
3'-0" 7'-0"
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METALE
D
A
F
A
WOOD STAINED
WOOD STAINED
WOOD STAINED
WOOD STAINED
119 3'-0" 7'-0" METALG WOOD STAINED FIRE RATED 2 HOURS
WINDOW SCHEDULE
TYPE
WINDOW FRAME
REMARKSWINDOW OPENING SIZE
W H THKTYPE MAT'L FINISH TYPE MAT'L
STAINED
NO.
STAINEDB HURRICANE RESISTANT AND
BULLET RESISTANT GLASS,W/TINT4'-8"101
102
103
104
105
106
107
108
109
110
6'-0" METAL STAINED
2'-0"
6'-0"
6'-0"
4'-8"
4'-8"
4'-8"
4'-0" 4'-8"
4'-0" 4'-8"
4'-0" 4'-8"
4'-0" 4'-8"
4'-0" 4'-8"
3'-0" 4'-8" HURRICANE RESISTANT ANDBULLET RESISTANT GLASS,W/TINT
A
B
B
D
D
D
D
D
C
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
A B C D
HURRICANE RESISTANTGLASS WITH TINT
CONC. WINDOWSILL
HURRICANE RESISTANTGLASS WITH TINT
CONC. WINDOWSILL
EXTERIOR WINDOW EXTERIOR WINDOW EXTERIOR WINDOW EXTERIOR WINDOW
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
INTERIOR, WINDOWAND DOOR SCHEDULES
& DOOR ELEVATIONS
2NOT TO SCALEDOOR ELEVATIONS A2.01
O.C. & B.S.
1NOT TO SCALEINTERIOR FINISH SCHEDULE
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
CEILING DETAIL1SCALE: 3"=1'-0"
2 3 4
5 6 7 8
9
CEILING DETAILSCALE: 3"=1'-0"
CEILING DETAILSCALE: 3"=1'-0"
CEILING DETAILSCALE: 3"=1'-0"
CEILING DETAILSCALE: 3"=1'-0"
CEILING DETAILSCALE: 3"=1'-0"
CEILING DETAILSCALE: 3"=1'-0"
CEILING DETAILSCALE: 3"=1'-0"
CEILING DETAILSCALE: 3"=1'-0"
CEILING DETAILS
A2.02
1/2" FIBER ROCKWALL BOARDEACH SIDE
INSULATION
3 1/2" METAL STUDS@ 16" O.C.
3 1/2" METAL STUDS@ 16" O.C.
1/2" FIBER ROCKWALL BOARDEACH SIDE INSULATION
3 1/2" METAL STUDS
(2) 3 1/2" METAL STUDS
METAL FRAME
CONT. CAULK (typ.)
PAINTED
ANCHOR
DOOR
1/2" FIBER ROCKWALL BOARDEACH SIDE
INSULATION
DOOR
1/2" FIBER ROCKWALL BOARDEACH SIDE
INSULATION
3 1/2" METAL STUDS@ 16" O.C.
(2) 3 1/2" METALSTUDS
WOOD TRIM
2X WOOD FRAME
DOOR JAMB
DOOR
1/2" FIBER ROCKWALL BOARDEACH SIDE
INSULATION
3 1/2" METAL STUDS@ 16" O.C.
(2) 3 1/2" METALSTUDS
WOOD TRIM
2X WOOD FRAME
DOOR JAMB
CERAMIC TILE
DOOR
(2) 3 1/2" METALSTUDS
WOOD TRIM
2X WOOD FRAME
DOOR JAMB
1/2" FIBER ROCKWALL BOARDEACH SIDE
INSULATION
METAL FRAME
CONT. CAULK (typ.)
PAINTED
ANCHOR
DOOR
1/2" FIBER ROCKWALL BOARDEACH SIDE
INSULATION
MTL. FRAME PAINTED
1/4" WIRE GLASS
MTL. STOP PAINTED
1/2" FIBER ROCK WALL BD.BOTH SIDES ON 3 1/2"MTL. STUDS @ 16"o.c.
CAULK CONT.
METAL FRAME
1/2" FIBER ROCK BD.
CONT. CAULK (typ.)
BOTH SIDES W/ MTL.STUDS @ 16"O.C.
PAINTED
ANCHOR
METAL STOP
1/4" WIRE GLASS
METAL MULLION
DOOR5 3/4"
DOOR
DIM
.
PAINTED
PAINTED
MTL. STOP PAINTED
1/4" MONOLITHIC GLAZING
MTL. FRAME PAINTED
C 5 x 6.7 ANCHORED TOCONC. W/ 4"x1/2" 0A.B. @ 24"o.c.
SCREWED TO CHANNEL
CAULK CONT.
EXISTING WALL
2 1/2" METAL STUD@ 16" O.C.
1/2" FIBER ROCKWALL BD.CEMENT
PLASTER
NEW INSULATION
3 1/2" METAL STUD @ 16" O.C.(MAX)
1/2" FIBER ROCKWALL BOARDEACH SIDE
TILE FINISH
CEMENT PLASTER
NEW INSULATION
3 1/2" METAL STUD@ 16" O.C. (MAX)
1/2" FIBER ROCKWALL BOARDEACH SIDE
CEMENT PLASTEREACH SIDE
EXISTING WALL
2 1/2" METAL STUD@ 16" O.C.
1/2" FIBER ROCKWALL BD.CEMENT
PLASTER TILE FINISH
CONT. METAL RUNNERMATCH EXISTING
FIBER ROCKWALL BOARD
ACOUSTIC SEALANT
CONT. METAL RUNNERMATCH EXISTING
METAL STUDS
BOTH SIDES
AT 16" O.C. MATCHEXISTING
NOTE : GYPSUM BOARDABOVE CEILING LINESHALL BE TAPEDBUT NOT PAINTEDTYPICAL ALL PARTITIONS
CEILING LINE
UNDER SIDE OF EXISTING FLOOROR ROOFING
FLOOR
SEE REFLECTED CEILINGPLAN FOR HEIGHTS
FLOOR BASE
ACOUSTICALINSULATION
EXISTING WALL
2 1/2" METAL STUD@ 16" O.C.
1/2" FIBER ROCKWALL BD.CEMENT
PLASTER
(2) 3 1/2" METAL STUDS@ 16" O.C.
1/2" FIBER ROCKWALL BOARDEACH SIDE INSULATION
3 1/2" METAL STUDS@ 16" O.C.
EXISTING CMUWALL
METAL FLASHING
GALV. ROOFING
2X62X6 @ EAVE
3/4" TREATEDPLYWOOD
2X12 FASCIABOARD2X8 PLATE WITH 1/2"DIA. BOLTS @ 24" O.C.
EXISTING ROOFING
SIMPSON LUS28
2X8 LEGER WITH 1/2"DIA BOLTS @ 24" O.C.
3X6 RAFTERS @24" O.C.
SIMPSON H3 EACHSIDE OF RAFTER
EXISTING WALL
BUILDING A BUILDING F
SIMPSON LUS28
2X8 LEGER WITH 1/2"DIA BOLTS @ 24" O.C.
3X6 RAFTERS @24" O.C.
SIMPSON H3 EACHSIDE OF RAFTER
2X6 @ EAVE
3/4" TREATEDPLYWOOD 2X12 FASCIA
BOARD
2X8 PLATE WITH 1/2"DIA. BOLTS @ 24" O.C.
2X4 PURLINS
30# FELT PAPER
#4 @ 8" O.C.EACH WAY
8" +/- CONC. WALL
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
(4) #5 CONT. WITH#3 TIES @ 8" O.C.
8" +/-
1'-0"
+/-
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
5" GUTTERING
EXISTING WALL
(2) #4 CONT.
EXISTING WALLMETAL FLASHING
GALV. ROOFING2X6
NEW INSULATION
3 1/2" METAL STUD@ 16" O.C. (MAX)
(2) 1/2" FIBER ROCKWALL BOARDEACH SIDE
CEMENT PLASTEREACH SIDE
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
1SCALE: 1" = 1'-0"WALL DETAIL 2
SCALE: 1" = 1'-0"DOOR JAMB DETAIL 3
SCALE: 1" = 1'-0"DOOR JAMB DETAIL 4
SCALE: 1" = 1'-0"DOOR JAMB DETAIL
5SCALE: 1" = 1'-0"DOOR HEAD DETAIL 6
SCALE: 1" = 1'-0"DOOR HEAD DETAIL
WALL TYPES & DETAILS
A2.03
O.C. & B.S.
7NOT TO SCALEDOOR JAMB DETAIL 14
NOT TO SCALEDOOR JAMB DETAIL 8
NOT TO SCALEDOOR HEAD DETAIL
9NOT TO SCALEDETAIL
10NOT TO SCALEWALL TYPE 11
NOT TO SCALEWALL TYPE 12
NOT TO SCALEWALL TYPE 13
NOT TO SCALEWALL TYPE
15NOT TO SCALEWALL DETAIL 16
NOT TO SCALEWALL DETAIL
(PLAN VIEW)
(PLAN VIEW) 17SCALE: 3/4" = 1'-0"ROOF DETAIL18
SCALE: 3/4" = 1'-0"ROOF DETAIL
19NOT TO SCALEWALL TYPE (FIRE WALL)
NORTH
GENERAL GADE
EXISTINGPARKING
UPUPUPUPUP UPUP
UP
UP
UP
UPUP
STEELGATE
SLO
PE
ISLAND FAIR DEPARTMENT STORE
A/C
A/C
A/CA/C A/C
A/C A/C
DUCT
EXISTING ROOF TO REMAIN (NIC)
EX
ISTI
NG
RO
OF
TO R
EM
AIN
(NIC
)
EXISTING DEPARTMENT STORE (NIC) EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
NEW ROOF
EX
IST.
RO
OF
TO R
EM
AIN
EX
ISTI
NG
RO
OF
TO R
EM
AIN
EXISTING ROOF TO REMAIN (NIC)
NIC - NOT IN CONTRACT
LEGEND
EXISTING ROOF TO REMAIN
AREA OF RENOVATION
KR
ON
PR
IND
SE
NS
GA
DE
(NIC
)
ISLAND FAIR DRAIN CLOGGED
DOWNSPOUTTO PLANTER
DOWNSPOUTTO CISTERN
DOWNSPOUTTO BLDG 'A'
DOWNSPOUT TOSTORM DRAIN
DOWNSPOUT TOSTORM DRAIN
RECOAT BLDG A AND FAS PER SPECIFICATIONS
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
A3.01OF
PROPOSED ROOFPLAN
O.C. & B.S
1: 1
2SL
OPE
5" PVC GUTTERING
3" DOWNSPOUT
GLAV. ROOFING
METAL FLASHING
EXISTING WALL
EXISTING WALL
2X12 FASCIA BD.
3X6 RAFTERS @ 24" O.C.2X8 LEDGER8"X12" CONC. BEAM
2X12 FASCIA BD.
2X12 FASCIA BD.
18A2.03
A3.02
RAMP NO.3
4
COPY CENTER
STORAGE
UNISEXRESTROOM #3
AREA OF NEW ROOFLOCATION
METAL GALV. ROOFING
INSULATION
3/4" TREATED PLYWOOD
3X6 RAFTERS @ 16" O.C.
2X12 FASCIA BOARD
2X8 PLATE WITH 1/2"DIA. BOLTS @ 24" O.C.
#4 @ 8" O.C.EACH WAY
8" +/- CONC. WALL
EXISTING WALL
(2) #4 CONT.
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
EXISTING COLUMN
2 1/2" METAL STUD@ 16" O.C.
1/2" FIBER ROCKWALL BD.
CEMENTPLASTER
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2SCALE: 3/8" = 1'-0"ROOF PLAN OVER RESTROOM #3 3
SCALE: 3/8" = 1'-0"ROOF FRAMING PLAN OVER RESTROOM #3
1SCALE: 3/8" = 1'-0"RESTROOM #3
A3.02
4SCALE: 1" = 1'-0"ROOF DETAIL OVER RESTROOM #3 5
SCALE: 1" = 1'-0"COLUMN DETAILSCALE: 1" = 1'-0"
ROOF PLAN OVERRESTROOM #3BUILDING F
PAINTED WALL
WAINSCOTT
6"X6" WALL TILE
4"3'-
1 1/
2"4"
BASE PLATE
AIR HAND DRYERADA COMPLIANT
4'-0"
PAINTED WALL
6"X6" WALL TILE
WAINSCOT
LAVATORY
HANDICAP GRAB BAR
HANDICAP WATERCLOSET
BASE PLATE4"
3'-1
1/2"
4"
1'-6
1/2" 2'-
10"
3'-7
1/2"
HANDICAP GRAB BAR
PAINTED WALL
WAINSCOTT
HANDICAP GRABBAR
6"X6" WALL TILE
TOILET PAPERDISPENSER
BASE PLATE
HANDICAP MIRROR
SOAP DISPENSER
LAVATORY
HANDICAP WATERCLOSET
4"3'-
1 1/
2"4"
17" T
O 19
" 2'-9"
2'-8"
1'-3"
4"3'-
1 1/
2"4"
2'-10
"
3'-7
1/2"
PAINTED WALL
6"X6" WALL TILE
WAINSCOT
HANDICAP MIRROR
LAVATORY
HANDICAP WATERCLOSET
BASE PLATE
PAINTED WALL
6"X6" WALL TILE
WAINSCOT
BASE PLATE4"
3'-1
1/2"
4"
1'-6
1/2" 2'-
10"
3'-7
1/2"
HANDICAP MIRROR
LAVATORY
HANDICAP WATER CLOSET
4'-0"
AIR HAND DRYERADA COMPLIANT
HANDICAP GRAB BAR
PAINTED WALL
WAINSCOTT
6"X6" WALL TILE
BASE PLATE
4"
3'-1
1/2"
4"
3'-9 1/2"
HANDICAP MIRROR
SOAP DISPENSER
LAVATORY
TOILET PAPERDISPENSER
BASE PLATE
HANDICAP WATERCLOSET
HANDICAP GRABBAR
4"3'-
1 1/
2"4"
17" T
O 19
"2'-9"
1'-3"2'-
8"
6"X6" WALL TILE
PAINTED WALL
1'-6 1/2"2'-10"
3'-7 1/2"
PAINTED WALL
6"X6" WALL TILE
WAINSCOT
HANDICAP MIRROR
LAVATORY
HANDICAP GRAB BAR
HANDICAP WATERCLOSET
BASE PLATE
SOAP DISPENSER
COPY
SOAP DISPENSER
HANDICAP MIRROR
LAVATORY
HANDICAP GRABBAR
HANDICAP WATER CLOSET
HANDICAP GRABBAR
HANDICAP GRABBAR
TOILET PAPERDISPENSER
AIR HANDDRYER ADACOMPLIANT
6"X6" FLOORTILE
THRESHOLD
FURRED WALL
6'-0"
7'-3 1/2" AB
CD
EF
GH
4'-2" 3'-10 1/2"
5'-2"
3'-1
1/2"
EF
GH
EF
GH
THRESHOLD
HANDICAP GRABBAR
TOILETPAPERDISPENSER
HANDICAPWATER CLOSET
LAVATORY
6"X6" FLOORTILE
HANDICAPMIRROR
SOAPDISPENSER
STORAGEAIR HAND DRYERADACOMPLIANT
FURRED WALL
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
1 2 3
4 5 6
7SCALE: 1/2"= 1'-0"
UNISEX RESTROOM 1 - FLOOR PLAN 8 A4.01
SCALE: 1/2"= 1'-0"UNISEX RESTROOM 3 FLOOR LAN
SCALE: 1/2"= 1'-0"UNISEX RESTROOM 3 - INTERIOR ELEVATION D
SCALE: 1/2"= 1'-0"UNISEX RESTROOM 3 - INTERIOR ELEVATION A
SCALE: 1/2"= 1'-0"UNISEX RESTROOM 3 - INTERIOR ELEVATION B
SCALE: 1/2"= 1'-0"UNISEX RESTROOM 1 - INTERIOR ELEVATION F
SCALE: 1/2"= 1'-0"UNISEX RESTROOM 1 - INTERIOR ELEVATION G
SCALE: 1/2"= 1'-0"UNISEX RESTROOM 1 - INTERIOR ELEVATION E
INTERIOR RESTROOMELEVATIONS
3SCALE: 1/2"= 1'-0"
UNISEX RESTROOM 3 - INTERIOR ELEVATION C
8SCALE: 1/2"= 1'-0"
UNISEX RESTROOM 1 - INTERIOR ELEVATION H
OFFICE
CONFERENCEROOM
OFFICE AREA OFFICE
PARKING
SECOND FLOOR TO REMAIN
EXTERIORCORRIDOR OFFICE
T.B.D.OFFICET.B.D.
MAT
CH L
INE
105 106 115 116OFFICESWING SPACE
5A5.03
4A5.01
15A2.03
15A2.03
8A5.02
2A4.02
17A2.03
1'-6"
1'-0"
VARI
ES3'-
6"
6 MIL POLY VAPOR BARRIER
4" GRAVEL BASE
COMPACTED FILL
EXISTING SLAB
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.
(4) #4 CONT.
5" SLAB
2" DIA. PIPEHANDRAILS
2'-10
" MAX
.
1:12 SLOPE
1'-6"
1'-0"
VARI
ES3'-
6"
6 MIL POLY VAPOR BARRIER
4" GRAVEL BASE
COMPACTED FILL
EXISTING SLAB
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.
(4) #4 CONT.
5" SLAB
2" DIA. PIPEHANDRAILS
2'-10
" MAX
.
1:12 SLOPE
EXISTING WALL AND SLAB
6 MIL POLY VAPOR BARRIER
4" GRAVEL BASE
COMPACTED FILL
#4 @ 12" O.C.EACH WAY
#4 DOWELS 2 12" O.C.GROUTED WITH EPOXY4" EMBEDED
5" SLAB
1'-6"
1'-0"
VARI
ES3'-
6"
EXISTING SLAB
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.(4) #4 CONT.
2" DIA. PIPEHANDRAILS
2'-10
" MAX
.
EXISTING WALL AND SLAB
2'-10
" MAX
6 MIL POLY VAPOR BARRIER
4" GRAVEL BASE
COMPACTED FILL
#4 @ 12" O.C.EACH WAY
#4 DOWELS 2 12" O.C.GROUTED WITH EPOXY4" EMBEDED
5" SLAB
2" DIA. PIPERAIL
1:12 SLOPE
EXISTING WALL AND SLAB
1'-6"
1'-0"
VARI
ES3'-
6"
2'-10
" MAX
6 MIL POLY VAPOR BARRIER
4" GRAVEL BASE
COMPACTED FILL
EXISTING DRIVEWAY
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.
(4) #4 CONT.
#4 DOWELS 2 12" O.C.GROUTED WITH EPOXY4" EMBEDED
5" SLAB
2" DIA. PIPEHANDRAILS
1'-6"
1'-0"
VARI
ES
2'-10
" MAX
6 MIL POLY VAPOR BARRIER
4" GRAVEL BASE
COMPACTED FILL
NEW STRUCTUAL FLOORSEE SLAB PLAN FOR REINF.
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.
(4) #4 CONT.
5" SLAB
2" DIA. PIPEHANDRAILS
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
1SCALE: 1/8" = 1'-0"SECTION A-A
A4.02
O.C. & B.S.
SECTION A-A& DETAILS
5SCALE: 3/4" = 1'-0"RAMP DETAIL 6
SCALE: 3/4" = 1'-0"RAMP DETAIL
2SCALE: 3/4" = 1'-0"RAMP DETAIL 3
SCALE: 3/4" = 1'-0"RAMP DETAIL 4
SCALE: 3/4" = 1'-0"RAMP DETAIL
7SCALE: 3/4" = 1'-0"RAMP DETAIL
4'-6"
5'-0"
5'-0"
5'-0" 5'-10 1/2" 5'-0"
5'-0"
3'-2
1/2"
5'-0"
UP
LANDING UP
UP
LANDING
LANDINGEXISTINGSLAB
2" DIA. PIPERAIL
2" DIA. PIPERAIL
2" DIA. PIPERAIL
2" DIA. PIPERAIL
2" DIA. PIPERAIL
1'-0"
1'-0"
FURREDWALL
EXISTING WALL
NEW WALL
4'-6"
5'-0"
5'-0"
5'-0" 5'-10 1/2" 5'-0"
5'-0"
3'-2
1/2"
5'-0"
UP
LANDING UP
UP
LANDING
LANDINGEXISTINGSLAB
2" DIA. PIPERAIL
2" DIA. PIPERAIL
2" DIA. PIPERAIL
2" DIA. PIPERAIL
2" DIA. PIPERAIL
1'-0"
1'-0"
FURREDWALL
EXISTING WALL
NEW WALL
5'-0"
EXISTINGSLAB
EXISTING WALL
NEW WALLCOMPACTED FILL
8" CONC. STEMWALL
9'-9"
5'-10 1/2"
5'-0"
13'-4
"
5" 8" 5"
5" 8" 5"5" 8" 5"
5"8"
5"
4'-4"
3'-8"
5"8"
5"
15'-10 1/2"
7A5.02
4A4.02
5A4.02
6A4.02
UPUP
4'-6"
5'-0"
5'-0" 5'-10 1/2" 5'-0"
5'-0"
3'-2
1/2"
5'-0"
EXISTINGSLAB
EXISTING WALL
NEW WALL
EXISTINGSLAB
5'-3"
5'-0"
FURREDWALL
5" SLAB
5" SLAB
5" SLAB
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
#4 @ 12" O.C. MAX.
#4 @
12"
O.C
. MAX
.
#4 @
12"
O.C
. MAX
.
7A5.02
4A4.02
5A4.02
6A4.02
2A4.02
EXISTING WALL AND SLAB
1'-6"
1'-0"
VARI
ES3'-
6"
2'-10
" MAX
6 MIL POLY VAPOR BARRIER
4" GRAVEL BASE
COMPACTED FILL
EXISTING DRIVEWAY
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.EACH WAY
#4 @ 12" O.C.
(4) #4 CONT.
#4 DOWELS 2 12" O.C.GROUTED WITH EPOXY4" EMBEDED
5" SLAB
MATCH EXISTINGEXTERIOR HANDRAILS
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
1SCALE: 3/8" = 1'-0"RAMP 1 FLOOR PLAN 2
SCALE: 3/8" = 1'-0"RAMP 1 FOUNDATION PLAN
3SCALE: 3/8" = 1'-0"RAMP 1 SLAB PLAN 4
SCALE: 3/4" = 1'-0"RAMP DETAIL
RAMP 1 FLOOR,FOUNDATION, SLAB PLANS
AND DETAILS
A5.01
5'-9"
10'-6" 1'-0"1'-0"
DN.
2" DIA. PIPERAIL
2" DIA. PIPERAIL
EXISTINGSLAB 1:12
FURREDWALL
FURREDWALL
EXISTING WALL
EXISTING WALLINFILL AREASEE STRUCTUALDRAWINGS
INFILL AREASEE STRUCTUALDRAWINGS
5'-9"
EXISTINGSLAB
FURREDWALL
FURREDWALL
EXISTING WALL
EXISTING WALLINFILL AREASEE STRUCTUALDRAWINGS
INFILL AREASEE STRUCTUALDRAWINGS
COMPACTED FILL
5"8"
5"8"
5"
8" CONC. STEMWALL
8" CONC. STEMWALL8
A5.02
7A4.02
5'-9"
EXISTINGSLAB
FURREDWALL
FURREDWALL
EXISTING WALL
EXISTING WALLINFILL AREASEE STRUCTUALDRAWINGS
INFILL AREASEE STRUCTUALDRAWINGS
#4 @ 12" O.C. MAX.
#4 @
12"
O.C
. MAX
.
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
5" SLAB
10'-6"
8A5.02
7A4.02
LANDING LANDING1:12
1:12
5'-0"
3'-4 1/2"
5'-0" 18'-0" 5'-0"
5'-0"
2" DIA.PIPE RAIL
2" DIA.PIPE RAIL
2" DIA.PIPE RAIL
2" DIA.PIPE RAIL
2" DIA.PIPE RAIL
1'-0"
OFFICE OFFICE 5'-0"
3'-4 1/2"5'-0"
COMPACTED FILL
5"8"
5"
5" 8" 5"
8" CONC.STEM WALL
8'-4 1/2"
5" 8" 5"
23'-0"
28'-0"
5A4.02
5A4.02
5'-0"
3'-4 1/2"
8'-4 1/2"
23'-0"
28'-0"
#4 @ 12" O.C. MAX.
#4 @
12"
O.C
. MAX
.
5" SLAB5" SLAB
5A4.02
5A4.02
#4 @ 12" O.C. MAX. EACHWAY
95% COMPACTED FILL
(2) #4 CONT.#4 @ 12" O.C.
CONCRETE WALK WAY
4" GRAVEL BASE
5"4"
1:12 SLOPE
EXISTING SIDEWALK
6"
1'-0"
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
1:12 SLOPEEXISTING PLATFORM
#4 @ 12" O.C. MAX. EACHWAY
CONCRETE WALK WAY
5"4"
95% COMPACTED FILL
4" GRAVEL BASE
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
6
1SCALE: 3/8" = 1'-0"RAMP2 FLOOR PLAN 2
SCALE: 3/8" = 1'-0"RAMP2 FOUNDATION PLAN 3
SCALE: 3/8" = 1'-0"RAMP2 SLAB PLAN
4SCALE: 3/8" = 1'-0"RAMP3 FLOOR PLAN 5
SCALE: 3/8" = 1'-0"RAMP3 FOUNDATION PLAN
SCALE: 3/8" = 1'-0"RAMP3 SLAB PLAN 7
SCALE: 1" = 1'-0"RAMP DETAIL 8
SCALE: 1" = 1'-0"RAMP DETAIL A5.02
RAMPS 2 & 3 FLOOR,FOUNDATION & SLAB
PLANSAND DETAILS
UP
4'-10 1/2"
5'-0"
4'-10 1/2"
27'-1
0 1/
2"
MATCH EXISTING WROUGHTIRON HANDRAIL
LANDING
EXISTINGSLAB
EXISTINGCOLUMN
EXISTINGCOLUMN
EXISTING BUILDINGTO REMAIN
EXISTINGWALLS
MATCH EXISTING WROUGHTIRON HANDRAIL
2" DIA.PIPE RAIL
4'-10 1/2"
4'-10 1/2"
EXISTINGSLAB
EXISTINGCOLUMN
EXISTINGCOLUMN
EXISTING BUILDINGTO REMAIN
EXISTINGWALLS
5" 8" 5"
5"8"
5"
COMPACTEDFILL
8" CONC.STEM WALL
7A5.02
4A5.01
5A4.02
4'-10 1/2"
4'-10 1/2"
EXISTINGSLAB
EXISTINGCOLUMN
EXISTINGCOLUMN
EXISTING BUILDINGTO REMAIN
EXISTINGWALLS
5" SLAB
5" SLAB
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
#4 DOWELS @ 12" O.C.GROUTED WITH EPOXY4" EMBEDED
#4 @ 12" O.C. MAX
#4 @
12"
O.C
. MAX
5A4.02
4A5.01
7A5.02
LANDING
FINISHEDFLOOR
NEW WROUGHT IRONTO MATCH EXISTING
1'-0"
1'-0"
FINISHEDFLOOR
FINISHEDFLOOR
SLOPE OFNEW RAMP
2'-10
"
2'-10
"
1'-0"1'-0"
2" ø DIA. PIPE RAIL
5" RADIUS
1 1/2"
3 1/
2" 3/4" DIA. ROD BENT &WELDED TO HANDRAIL& PLATE AS SHOWNGRIND SMOOTH AND PAINTPER SPEC.
2" NOM. PIPERAILPAINTED
1/4" x 3 1/2" STL. PLATEW/ 3 7/16" HOLES
FOR 3/8" DIA. BOLTSTO BE ANCHORED
TO WALL
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
1SCALE: 3/8" = 1'-0"RAMP 4 FLOOR PLAN 2
SCALE: 3/8" = 1'-0"RAMP 4 FOUNDATION PLAN 3
SCALE: 3/8" = 1'-0"RAMP 4 SLAB PLAN
4SCALE: 1/2" = 1'-0"RAMP HANDRAIL DETAIL 5
SCALE: 1/2" = 1'-0"RAMP HANDRAIL DETAIL
6NOT TO SCALEHANDRAIL DETAIL
RAMP 4 FLOOR,FOUNDATION & SLAB
PLANS & DETAILS
A5.03
UP
UP
110
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
MEN'S WOMEN'S
ELEVATOR 2
ELEVATOR 1
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFF
UP
UPUP
DN.
COPYCENTER
NEW STAIR
DN.
FIN122
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TOREMAINEXISITNG TO REMAIN
EXISITNG TOREMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.LOBBY
OUTLINE OF SECONDFLOOR ABOVE
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
N.I.C.
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
CENTER IN ROOM(TYP.)
CENTER IN ROOM(TYP.)
UP
ADA ACCESSAND STAFF
RESTROOM
MEN'S WOMEN'S
ELEVATOR 3
ELEVATOR 2
DOF PARKINGTO REMAIN
STORAGE &CONTROL
FURNITURETROLLEY
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFFADA ACCESS
AND STAFF
COMPUTER TRAINING LABALT. 12/16/2017
VIDEO DISPLAY 1 VIDEO DISPLAY 2
VIDEODISPLAY4
AVERAGE VIEWING DISTANCE(13'-3" +/- FROM THE REAR)
UPVIDEO DISPLAY 3
UP
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
ELEVATOR 1
DOF PARKINGTO REMAIN
COPYCENTER
DN.
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
CENTER IN ROOM(TYP.)
UP
ADA ACCESSAND STAFF
ELEVATOR 2
DOF PARKINGTO REMAIN
EXPOSED WOODEN RAFTERS
2X2 FLOURESCENT LIGHT FIXTUREWITH BATTERY BACKUP
LIGHT FIXTURE SURFACE MOUNTEDWITH BATTERY BACKUP
EF EXHUST FAN
RECESSED LIGHT FIXTURE LIGHTOLIER NO. 8021OR APPROVED EQUAL.
2X2 FLOURESCENT LIGHT FIXTURE
2X2 SUSPENDED ACOUSTICAL TILECEILING
PENDANT LIGHT FIXTURE SURFACE MOUNTED.
SMOKE DETECTORSD
AIR CONDITION SUPPLY
AIR CONDITION RETURN
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
FIRST FLOORREFLECTED CEILING
PLAN
A6.01
1SCALE: 1/16" = 1'-0"FIRST FLOOR REFLECTED CEILING PLAN
2SCALE: 1/8" = 1'-0"FIRST FLOOR REFLECTED CEILING PLAN (ENLARGEMENT)
UP
UP
110
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
MEN'S WOMEN'S
ELEVATOR 2
ELEVATOR 1
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFF
EXISTINGCOLUMNS
STEELGATE
UP
UPUP
DN.
COPYCENTER
NEW STAIR
DN.
FIN122
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TOREMAINEXISITNG TO REMAIN
EXISITNG TOREMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.LOBBY
OUTLINE OF SECONDFLOOR ABOVE
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
N.I.C.
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
CH
2
CH
2
CH1
CH2
CH2
CH1
CH2
CH2
CH2CH2CH2CH2CH2CH2CH2
CH2 CH2CH2CH2 CH2 CH2
CH
1
CH
1
CH
2
VIDEO DISPLAY 1 VIDEO DISPLAY 2
AVERAGE VIEWING DISTANCE(13'-3" +/- FROM THE REAR)
VIDEO DISPLAY 3
VIDEODISPLAY4
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
UP
ADA ACCESSAND STAFF
RESTROOM
MEN'S WOMEN'S
ELEVATOR 3
ELEVATOR 2
DOF PARKINGTO REMAIN
STORAGE &CONTROL
FURNITURETROLLEY
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFFADA ACCESS
AND STAFF
COMPUTER TRAINING LABALT. 12/16/2017
VIDEO DISPLAY 1 VIDEO DISPLAY 2
VIDEODISPLAY4
AVERAGE VIEWING DISTANCE(13'-3" +/- FROM THE REAR)
UPVIDEO DISPLAY 3
UP
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
ELEVATOR 1
DOF PARKINGTO REMAIN
COPYCENTER
DN.
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
CH
2
CH
2
CH1
CH2
CH2
CH1
CH2
CH2
CH2CH2CH2CH2CH2CH2CH2
CH2 CH2CH2CH2 CH2 CH2
CH
1
CH
1
CH
2
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
UP
ADA ACCESSAND STAFF
ELEVATOR 2
DOF PARKINGTO REMAIN
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2SCALE: 1/8" = 1'-0"PROPOSED FIRST FLOOR FURNITURE LAYOUT
1SCALE: 1/16" = 1'-0"PROPOSED FIRST FLOOR FURNITURE LAYOUT
(ENLARGEMENT PLAN)
PROPOSED FIRST FLOORFURNITURE LAYOUT
O.C.
A7.01
UP
UP
110
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
MEN'S WOMEN'S
ELEVATOR 2
ELEVATOR 1
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFF
EXISTINGCOLUMNS
STEELGATE
UP
UPUP
DN.
COPYCENTER
NEW STAIR
DN.
FIN122
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TOREMAINEXISITNG TO REMAIN
EXISITNG TOREMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.LOBBY
OUTLINE OF SECONDFLOOR ABOVE
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
N.I.C.
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
NEW CONC.SLAB
NEW CONC.SLAB
NEW CONC.SLAB
NEW CONC.SLAB
UP
ADA ACCESSAND STAFF
MEN'S WOMEN'S
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFFADA ACCESS
AND STAFFCOMPUTER TRAINING LABALT. 3
UP
UP
UP
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
ELEVATOR 1
DOF PARKINGTO REMAIN
-6"
COPYCENTER
DN.
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
NEW CONC.SLAB
NEW CONC.SLAB
NEW CONC.SLAB
UP
ADA ACCESSAND STAFF
DOF PARKINGTO REMAIN
-6" REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2SCALE: 1/8" = 1'-0"FIRST FLOOR STRUCTUAL SLAB PLAN
1SCALE: 1/16" = 1'-0"FIRST FLOOR STRUCTUAL SLAB PLAN
PROPOSED FIRST FLOORSTRUCTURAL SLAB PLAN
S1.01
UP
1 2 3 4 5
A
B
C
D
E
8'-8"8'-8"
8'-8"
6'-0"
6"X6" STL.COLUMNS
(TYP.)
6"X6" STL.COLUMNS
6"X6" STL.COLUMNS
(TYP.)
6"X6" STL.COLUMNS
(TYP.)
6"X6" STL.COLUMNS
(TYP.)
EXISTING COLUMNS
11'-7" 11'-2" 11'-2"
2'-6"
2'-6"
A1
4'-7"4'-10"
2'-6"
2'-6"
2'-6"
2'-6"
2'-6"2'-6"
2'-6"
2'-6"
2'-6"
2'-6"
2'-6"
2'-6"
2'-6"
2'-6"
UP
1 2 3 4 5
A
B
C
D
E
8'-8"8'-8"
8'-8"
W12X16 STL. BEAMW12X16 STL. BEAM
W12X16 STL. BEAM
W12X16 STL. BEAM W12X16 STL. BEAM
W12X16 STL. BEAM
W12
X16
STL.
BEA
MW
12X1
6 ST
L. B
EAM
W12
X16
STL.
BEA
M
W12
X16
STL.
BEA
M
W12
X16
STL.
BEA
MW
12X1
6 ST
L. B
EAM
12K1 JOIST
12K1 JOIST12K1 JOIST
12K1 JOIST
12K1 JOIST
12K1 JOIST 12K1 JOIST 12K1 JOIST
12K1 JOIST12K1 JOIST
12K1 JOIST
12K1 JOIST
12K1 JOIST
6"X6" STL.COLUMNS
(TYP.)
6"X6" STL.COLUMNS
6"X6" STL.COLUMNS
(TYP.)
6"X6" STL.COLUMNS
(TYP.)
6"X6" STL.COLUMNS
(TYP.)
EXISTING COLUMNS
6'-0"11'-7" 11'-2" 11'-2"
A1
4'-7"4'-10"
UP
1 2 3 4 5
A
B
C
D
E
8'-8"8'-8"
8'-8"
6'-0"
EXISTING COLUMNS
11'-7" 11'-2" 11'-2"
#3 @ 12" O.C.
#3 @
12"
O.C
.
5" SLAB
5" SLAB
5" SLAB5" SLAB
A
4'-7"4'-10"
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
3SCALE: 3/16" = 1'-0"BUILDING F FIRST FLOOR SLAB PLAN
1SCALE: 3/16" = 1'-0"BUILDING F FIRST FLOOR FOUNDATION PLAN 2
SCALE: 3/16" = 1'-0"BUILDING F FIRST FLOOR FRAMING PLAN
BUILDING F FIRST FLOORFOUNDATION, FLOOR
FRAMING & SLAB PLAN
S1.02
O.C.
2'-6"
1'-6"
OR EQUAL
2'-6"
1'-6"
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
5SCALE: 1" = 1'-0"BUILDING F DETAIL
1SCALE: 1" = 1'-0"BUILDING F DETAIL 2
SCALE: 1" = 1'-0"BUILDING F DETAIL 3
SCALE: 1" = 1'-0"BUILDING F DETAIL 4
SCALE: 1" = 1'-0"BUILDING F DETAIL
BUILDING F FIRSTFLOOR DETAILS
O.C.
S1.03
NOTE: METAL DECKINGDECK TYPE 3C 20 GAUGE NORMAL WEIGHT CONCRETE145PCF. TOTAL SLAB THICKNESS 5" SHEAR STUDS @ 16" O.C.
UP
UP
110
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
MEN'S WOMEN'S
ELEVATOR 2
ELEVATOR 1
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFF
UP
UPUP
DN.
COPYCENTER
NEW STAIR
DN.
FIN122
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TOREMAINEXISITNG TO REMAIN
EXISITNG TOREMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.LOBBY
OUTLINE OF SECONDFLOOR ABOVE
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
N.I.C.
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP ADA ACCESS
AND STAFF
102
101
103 104
105 106
107
108
109
110
111 112
113
114
115
116
118
117
FIN141
FIN142
101102 103 104
105
106
107
108109110
FIN119
FIN143
FIN120
FIN121
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
UP
ADA ACCESSAND STAFF
RESTROOM
MEN'S WOMEN'S
ELEVATOR 3
ELEVATOR 2
DOF PARKINGTO REMAIN
STORAGE &CONTROL
FURNITURETROLLEY
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFFADA ACCESS
AND STAFF
COMPUTER TRAINING LABALT. 12/16/2017
VIDEO DISPLAY 1 VIDEO DISPLAY 2
VIDEODISPLAY4
AVERAGE VIEWING DISTANCE(13'-3" +/- FROM THE REAR)
UPVIDEO DISPLAY 3
UP
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
ELEVATOR 1
DOF PARKINGTO REMAIN
COPYCENTER
DN.
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
UP
ADA ACCESSAND STAFF
ELEVATOR 2
DOF PARKINGTO REMAIN
2X2 FLOURESCENT LIGHT FIXTUREWITH BATTERY BACKUP
LIGHT FIXTURE SURFACE MOUNTEDWITH BATTERY BACKUP
RECESSED LIGHT FIXTURE LIGHTOLIER NO. 8021OR APPROVED EQUAL.
2X2 FLOURESCENT LIGHT FIXTURE
PENDANT LIGHT FIXTURE SURFACE MOUNTED.
SINGLE SWITCH
THREE-WAY SWITCH
HOME RUN TO PANEL BOX
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
FIRST FLOORLIGHTING PLAN
2SCALE: 1/8" = 1'-0"FIRST FLOOR LIGHTING PLAN
1SCALE: 1/16" = 1'-0"FIRST FLOOR LIGHTING PLAN
(ENLARGEMENT) E1.01
UP
UP
ADA ACCESSAND STAFF
ELEVATOR 1
DOF PARKINGTO REMAIN
COPYCENTER
DN.
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
RAMP NO.2
GFI44" A.F.F.
GFI44" A.F.F.
GFI44" A.F.F.
T.B.D.
OFFICE
OFFICE
COPYCENTERANDSUPPLIES
OFFICE AREA
RECEPTION /SPECIALIST
A/C ROOMCOPYCENTER
UNSEXRESTRM.
CORRIDORNO.1UNISEX RESTRM.
OFFICE
STORAGENO.1
OFFICE AREA
CONFERENCEROOMOFFICE OFFICE
EXISTINGTO REMAINDATACLOSET
OFFICE SWING SPACE AREA
CONTRACTOR SHALL CONNECTPROPOSED PLUMBING LINES &FIXTURES TO EXISTING PLUMBING& SEWER LINES
CONTRACTOR SHALL CONNECTPROPOSED PLUMBING LINES &FIXTURES TO EXISTING PLUMBING& SEWER LINES
F F F
UP
ADA ACCESSAND STAFF
DOF PARKINGTO REMAIN
UP
UP
110
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
MEN'S WOMEN'S
ELEVATOR 2
ELEVATOR 1
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFF
EXISTINGCOLUMNS
STEELGATE
UP
UPUP
DN.
COPYCENTER
NEW STAIR
DN.
FIN122
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TOREMAINEXISITNG TO REMAIN
EXISITNG TOREMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.LOBBY
OUTLINE OF SECONDFLOOR ABOVE
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
N.I.C.
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
-10"
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
BIT-101
BIT-102
BIT-104
BIT-103
BIT-105
FIN-106FIN-107
FIN-108
FIN-102A
FIN-102B
FIN-129
FIN-130
FIN-131
FIN-110
FIN-109
FIN-127
FIN-128
FIN-126
FIN-106A
BIT-106
FIN-101
FIN-104
FIN-103
BIT-107
RAMP NO.2
CONFERENCETRAINING ROOM
STORAGE &CONTROL
STORAGE
RAMP NO.4
COMPUTER TRANING LAB
LOBBY NO.1
FURNITURETROLLEY
LOBBYNO.2
GFI44" A.F.F.
GFI44" A.F.F.
GFI44" A.F.F.
T.B.D.
OFFICE
OFFICE
UNISEX RESTRM.
STORAGE NO.2
COPYCENTERANDSUPPLIES
OFFICE AREA
RECEPTION /SPECIALIST
A/C ROOMCOPYCENTER
UNSEXRESTRM.
CORRIDORNO.1UNISEX RESTRM.
OFFICE
STORAGENO.1
OFFICE AREA
CONFERENCEROOMOFFICE OFFICE
EXISTINGTO REMAINDATACLOSET
OFFICE SWING SPACE AREA
CONTRACTOR SHALL CONNECTPROPOSED PLUMBING LINES &FIXTURES TO EXISTING PLUMBING& SEWER LINES
CONTRACTOR SHALL CONNECTPROPOSED PLUMBING LINES &FIXTURES TO EXISTING PLUMBING& SEWER LINES
F F F
UP
ADA ACCESSAND STAFF
MEN'S WOMEN'S
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFFADA ACCESS
AND STAFFCOMPUTER TRAINING LABALT. 3
UP
EXHAUST FAN
DUPLEX RECEPTACLE OUTLET
TELEPHONE/DATA/ CABLE OUTLET
ELECTRICAL PANEL BOX
GROUND FAULT INTERRUPTER
ELECTRICAL LEGEND
GFI
TELEPHONE/DATA/ CABLE OUTLET IN FLOORF
GENERAL ELECTRICAL NOTES:A. ALL ELECTRICAL WORK SHALL BE COMPLETED IN
STRICT ACCORDANCE WITH THE LATE EDITION OFTHE N.E.C.
B. THE ELECTRICIAN SHALL OBTAIN ALL PERMITSAND PAY ALL FEES RELATED TO HIS WORK.
C. ALL WIRING SHALL BE COPPER #12 OR LARGER.ALUMINUM WIRE IS NOT ACCEPTABLE.
D. WIRE TYPE AWG IS PREFERRED.
E. ALL WIRING SPLICES SHALL BE MADE USING 3MELECTRICAL SPRING CONNECTORS OR EQUAL"TWIST-ONS" TO CORRECT SIZE. WIRE TAPED ORTWISTED IS NOT ACCEPTABLE.
I. INCOMING POWER IS 208Y/120VOLTS WITH 1200AMPS SERVICE DISCONNECT.
F. ALL CONDUITS INSTALLED IN CONCRETE OR MASONRYSHALL BE RIGID NON-METALLIC TYPE (P.V.C.). ALLOUTLETS AND SWITCH BOXES SHALL BE NON-METALLIC TYPE.
G. GROUNDING CONDUCTORS SHALL BE CONNECTED TONEUTRAL CONDUCTORS AT THE SERVICE ENTRANCEONLY. CERTAIN EXCEPYIONS AS PERMITTED BY THEN.B.C. SHALL BE PERMITTED.
H. ELECTRICAL SYSTEM LAYOUT INDICATED ON DRAWINGSARE GENERALLY DIAGRAMMATIC AND LOCATION OFOUTLETS AND EQUIPMENT ARE APPROXIMATE; ROUTINGOF RACEWAYS AND LOCATION OF OUTLETS ANDEQUIPMENT SHALL BE GOVERNED BY STRUCTURALCONDITIONS AND OBSTRUCTIONS.
ALL CONDUIT SWEEPS SHALL BE IN COMPLIANCE WITH THEN.E.C. CODE
J.
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2SCALE: 1/8" = 1'-0"PROPOSED FIRST FLOOR POWER LAYOUT (ENLARGEMENT)
1SCALE: 1/16" = 1'-0"PROPOSED FIRST FLOOR POWER LAYOUT
PROPOSED FIRST FLOORPOWER LAYOUT
E2.01
UP
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
ELEVATOR 1
DOF PARKINGTO REMAIN
COPYCENTER
DN.
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
COLD
COLD COLD COLD
COLD
COLD
COLD
COLD
COLD
COLD
COLD
ATTACHED TO EXISTINGSEWER LINE
ATTACHED TO EXISTINGCISTERN & POTABLE WATER LINE
2"4" 3" 4" 4"
3"
2"
ATTACHED TO EXISTINGCISTERN & POTABLE WATER LINE
101 102103
104
105
106
108
109
107
110
111
112
113
114
116
117
115
118
120
121
123
122
125
124
119
OFFICE
CONFERENCEROOM
COPYCENTERANDSUPPLIESOFFICE OFFICE
OFFICE AREA
A/C ROOMRECEPTION /SPECIALIST
UNISEX RESTRM.
UNSEXRESTRM.
STORAGENO.1
OFFICE AREA
OFFICE
OFFICE
STORAGE NO.2
UNISEX RESTRM.
T.B.D.
RAMP NO.2
OFFICE AREA
SERVERCLOSET
EXISTINGTO REMAINDATACLOSET
COPYCENTER
CORRIDORNO.1
2"4"
3"4"
ATTACHED TO EXISTINGSEWER LINE
VTRTO EXISTINGSEWER LINE
2"
2"
2"
4"
2"
3"4"
4"W.C.
LAV.
2"
3"W.C.
LAV.
2"
2"
2"
2"
4"
4"
4"
4"
FLOW ARROW
FLOW ARROW
VTR2"
2"
2"
2"
4"
4"
LAV.
W.C.3"
TO EXISTINGSEWER LINE
FLOW ARROW
VTR
PLUMBING NOTES:
A._____THE PLUMBING SYSTEM FOR THIS WORK INCLUDES ALL COLD WATERDISTRIBUTION. VENTS, WASTES, AND PLUMBING ITEMS NEEDED FORA COMPLETE AND PROPER INSTALLATION.
B. THESE ITEMS AS INDICATED ON THE DRAWINGS SHALL BE INSTALLEDIN ACCORDANCE WITH THE V.I. CODE AND THE AMERICAN STANDARDNATIONAL PLUMBING CODE, ASME.
C. DRAINAGE, WASTE, VENT, AND POTABLE SUPPLY TO CISTERN PIPESAND FITTINGS SHALL BE PVC, TYPE 1, RATED 160 PSI AT 73DEGREES F.
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2NOT TO SCALEUNISEX SEWER RISER DIAGRAM ROOM 106 & 108
1SCALE: 1/8" = 1'-0"FIRST FLOOR PLUMBING LAYOUT (ENLARGEMENT)
3NOT TO SCALEUNISEX SEWER RISER DIAGRAM ROOM 120
O.C. & B.S.
P1.01
FIRST FLOOR PLUMBINGLAYOUT, RISER DIAGRAM
& NOTES
4NOT TO SCALEPLUMBING NOTES
UP
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
COPYCENTER
DN.
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
SUPPLY SUPPLY
T
TT T
T
T
RETURN
RETURNRETURNRETURNRETURNRETURNRETURNRETURNRETURN
RETURN
RETURN
RETURN
RETURN RETURN
SUPPLY SUPPLY SUPPLY SUPPLY
SUPPLY
SUPPLY SUPPLY
SUPPLY
SUPPLY
A/C #1
SUPPLY
SUPPLY
26" DIA.24" DIA.
24" D
IA.
24" D
IA.
24" D
IA.
24" D
IA.
36X6BAR GRILLE
600 CFM36X6
BAR GRILLE600 CFM
36X6BAR GRILLE
600 CFM
36X6BAR GRILLE
600 CFM
36X6BAR GRILLE
600 CFM
36X6BAR GRILLE
600 CFM
36X6BAR GRILLE
600 CFM
16" DIA. 20" DIA. 24" DIA. 20" DIA. 16" DIA.
24" DIA. 24" DIA.
24" DIA.
24" D
IA.
18X18RET. 800
CFM
18X18RET. 800
CFM
16X8RET. 500
CFM
16X8RET. 500
CFM
16X8RET. 500
CFM16X8
RET. 500CFM
16X8RET. 500
CFM
16X8RET. 500
CFM
26" DIA. 24" DIA. 22" DIA.20
" DIA
.
16X8RET. 500
CFM
16X8RET. 500
CFM
20" D
IA.
26" DIA. 30X18
30X16
36X6BAR GRILLE
600 CFM36X6
BAR GRILLE600 CFM
36X6BAR GRILLE
600 CFM24X6
BAR GRILLE500 CFM
24X6BAR GRILLE
500 CFM
16" D
IA. 16
" DIA
.
EF #3250 CFM
EF #1250 CFM
EF #2250 CFM
16" D
IA.
A/C SPLIT UNIT A/C SPLIT UNIT
A/C SPLIT UNIT
A/C SPLIT UNIT
SERVERROOMOFFICE SWING SPACE AREAA/C ROOM
OFFICE
CONFERENCEROOM
OFFICE OFFICE
OFFICE AREA
OFFICE AREA
UP
ADA ACCESSAND STAFF
UP
UP
110
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
MEN'S WOMEN'S
ELEVATOR 2
ELEVATOR 1
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFF
EXISTINGCOLUMNS
STEELGATE
UP
UPUP
DN.
COPYCENTER
NEW STAIR
DN.
FIN122
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TOREMAINEXISITNG TO REMAIN
EXISITNG TOREMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.LOBBY
OUTLINE OF SECONDFLOOR ABOVE
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
N.I.C.
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
-10"
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
SUPPLY SUPPLY
T
TT T
T
T
RETURN
RETURNRETURNRETURNRETURNRETURNRETURNRETURNRETURN
RETURN
RETURN
RETURN
RETURN RETURN
SUPPLY SUPPLY SUPPLY SUPPLY
SUPPLY
SUPPLY SUPPLY
SUPPLY
SUPPLY
A/C #1
SUPPLY
SUPPLY
26" DIA.24" DIA.
24" D
IA.
24" D
IA.
24" D
IA.
24" D
IA.
36X6BAR GRILLE
600 CFM36X6
BAR GRILLE600 CFM
36X6BAR GRILLE
600 CFM
36X6BAR GRILLE
600 CFM
36X6BAR GRILLE
600 CFM
36X6BAR GRILLE
600 CFM
36X6BAR GRILLE
600 CFM
16" DIA. 20" DIA. 24" DIA. 20" DIA. 16" DIA.
24" DIA. 24" DIA.
24" DIA.
24" D
IA.
18X18RET. 800
CFM
18X18RET. 800
CFM
16X8RET. 500
CFM
16X8RET. 500
CFM
16X8RET. 500
CFM16X8
RET. 500CFM
16X8RET. 500
CFM
16X8RET. 500
CFM
26" DIA. 24" DIA. 22" DIA.
20" D
IA.
16X8RET. 500
CFM
16X8RET. 500
CFM
20" D
IA.
26" DIA. 30X18
30X16
36X6BAR GRILLE
600 CFM36X6
BAR GRILLE600 CFM
36X6BAR GRILLE
600 CFM24X6
BAR GRILLE500 CFM
24X6BAR GRILLE
500 CFM
16" D
IA. 16
" DIA
.
EF #3250 CFM
EF #1250 CFM
EF #2250 CFM
16" D
IA.
A/C SPLIT UNIT A/C SPLIT UNIT
A/C SPLIT UNIT
A/C SPLIT UNIT
SERVERROOMOFFICE SWING SPACE AREAA/C ROOM
OFFICE
CONFERENCEROOM
OFFICE OFFICE
OFFICE AREA
OFFICE AREA
UP
ADA ACCESSAND STAFF
MEN'S WOMEN'S
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFFADA ACCESS
AND STAFFCOMPUTER TRAINING LABALT. 3
UP
NOTE: 1THE OFFICES SHALL HAVE EXPOSED DUCTWORK IN THIS AREA AND THE LOCATION OF CIRCULARDUCT WORK NEEDS TO BE COORDINATED WITH THEPENDANT LIGHTING LAYOUT AS PER THEARCHITECT'S APPROVAL.
FAN COIL LAYOUT SHALL BE DETERMINEDUNDER MEP ALLOWANCE.
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2SCALE: 1/8" = 1'-0"PROPOSED FIRST FLOOR AIR CONDITION LAYOUT
2SCALE: 1/16" = 1'-0"PROPOSED FIRST FLOOR AIR CONDITION LAYOUT
(ENLARGED PLAN)
PROPOSED FIRST FLOORAIR CONDITION LAYOUT
M1.01
AIR CONDITIONINGCONDENSINGUNIT
2"X2"STL.TUBES
STL.CHANNELS
STL.POST
EXISTING WALL
EXISTING RAFTERS
EXISTING PURLINS
EXISTING WALL
EXISTING METAL ROOFING
WOOD BASE ATTACHEDTO PURLINS
STL.CHANNEL
WD.BEAM
STL. BRACING
STL. BRACING
AIR CONDITIONINGCONDENSINGUNIT
+/- 18" O.C. (TYP.)
(INSTALL CONDENSING UNIT ONISOLATION MOUNTS TO ATTENUATENOISE TRANSMISSION. APPROVEDBY ARCHITECT.)
STL . POST
STL. CHANNEL
2"X2" METALSTL. CHANNEL
(ALL EXPOSED MATERIAL TO BEHOT DIPPED GALV. TREATED &PRIME & PAINTED.)
EXISTING RAFTERS
EXISTING PURLINS
EXISTING METAL ROOFING. REPLACESHEATHING WHERE DETERIORATEDCONDITION REQUIRE (CONFIRM WITHARCHITECT)
METAL FLASHING
WD. BASE
WD. BEAMSTL. CHANNEL
STL . POST
STL . POST
STL. STUB CHANNEL
2"X2" GAL. METALCHANNEL
EXISTING RAFTERS
EXISTING PURLINS
EXISTING METAL ROOFING
METAL FLASHING
WD. BASE
WD. BEAM
METAL FLASHING
TREATED WOODCANT
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
4 AIR CONDITION ROOF SECTIONSCALE: 3/4"=1'-0"
1 AIR CONDITION ROOF DETAILSCALE: 1 1/2"=1'-0"
2 AIR CONDITION ROOF DETAILSCALE: 1 1/2"=1'-0"
3 AIR CONDITION ROOF DETAILSCALE: 1 1/2"=1'-0"
AIR CONDITIONCONDENSING UNIT
RACK DETAIL
M2.01
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
1 AIR CONDITION DETAILS AND NOTESNOT TO SCALE
AIR CONDITIONDETAILS AND NOTES
M2.02
UP
UP
110
UP
OFFI
CE S
WIN
G SP
ACE
DEPT
. OF
FINA
NCE
ADA ACCESSAND STAFF
MEN'S WOMEN'S
ELEVATOR 2
ELEVATOR 1
DOF PARKINGTO REMAIN
DN.
-10"
0"
0"
0"
-6"
ADA ACCESSAND STAFF
EXISTINGCOLUMNS
STEELGATE
UP
UPUP
DN.
COPYCENTER
NEW STAIR
DN.
FIN122
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TO REMAINEXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN
EXISITNG TO REMAIN
EXISITNG TOREMAINEXISITNG TO REMAIN
EXISITNG TOREMAIN
NEW STAIRS
RAMP NO.1
RAMP NO.3
T.B.D.LOBBY
OUTLINE OF SECONDFLOOR ABOVE
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
N.I.C.
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
101 102103
104
105
106
108
109
107
110
111
112
113
114
116
117
115
118
120
121
123
122
125
124
119
BIT-101
BIT-102
BIT-104
BIT-103
BIT-105
FIN-106FIN-107
FIN-108
FIN-102A
FIN-102B
FIN-129
FIN-130
FIN-131
FIN-110
FIN-109
FIN-127
FIN-128
FIN-126
FIN-106A
BIT-106
FIN-101
FIN-104
FIN-103
BIT-107
OFFICE
CONFERENCEROOM
COPYCENTERANDSUPPLIESOFFICE OFFICE
OFFICE AREA
A/C ROOMRECEPTION /SPECIALIST
UNISEX RESTRM.
CORRIDORNO.1
UNSEXRESTRM.
STORAGENO.1
OFFICE AREA
OFFICE
OFFICE
STORAGE NO.2
UNISEX RESTRM.
T.B.D.
RAMP NO.2
OFFICE AREA
SERVERCLOSET
EXISTINGTO REMAINDATACLOSET
CONFERENCETRAINING ROOM
STORAGE &CONTROL
STORAGE
RAMP NO.4
COMPUTER TRANING LAB
LOBBY NO.1
FURNITURETROLLEY
LOBBYNO.2
COPYCENTER
ISLAND FAIR DEPARTMENT STORE (N.I.C.)
UP
UP
ADA ACCESSAND STAFF
ELEVATOR 1
DOF PARKINGTO REMAIN
COPYCENTER
DN.
RAMP NO.1
RAMP NO.3
T.B.D.
OUTLINE OF SECONDFLOOR ABOVE
AREA OF RENOVATION
SEE SHT A5.02
RAMP NO.3SEE SHT A5.03
SEE SHT A5.02
SEE SHT A5.01
TEMPORARYACCESSIBLERAMP
101 102103
104
105
106
108
109
107
110
111
112
113
114
116
117
115
118
120
121
123
122
125
124
119
OFFICE
CONFERENCEROOM
COPYCENTERANDSUPPLIESOFFICE OFFICE
OFFICE AREA
A/C ROOMRECEPTION /SPECIALIST
UNISEX RESTRM.
CORRIDORNO.1
UNSEXRESTRM.
STORAGENO.1
OFFICE AREA
OFFICE
OFFICE
STORAGE NO.2
UNISEX RESTRM.
T.B.D.
RAMP NO.2
OFFICE AREA
SERVERCLOSET
EXISTINGTO REMAINDATACLOSET
COPYCENTER
EMERGENCY EXIT SIGN HARD WIRE TO PANEL BOXWITH BATTERY BACKUP
FIRE EXTINGUISHER
FIRE ALARM WITH BATTERY BACKUP
LEGEND
SMOKE DETECTOR HARD WIRE TO PANEL BOXWITH BATTERY BACKUP
REVISIONS
DRAWN BY:
CHECKED BY:
DATE:
JOB NO: 2017.1
The Department of FinanceTemporary Transition Area
Kronprindsens QuarterSt. Thomas, U.S.V.I. 00802
D. deJongh
05/01/2018
ISSUE FOR BID
2SCALE: 1/8" = 1'-0"FIRST FLOOR FIRE SAFETY PLAN
2SCALE: 1/16" = 1'-0"FIRST FLOOR FIRE SAFETY PLAN
(ENLARGEMENT) FE1.01
O.C. & B.S.
FIRST FLOORFIRE SAFETY PLAN
Recommended