drawing list the department of finance temporary … · structural suspended strl susp the...

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



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



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



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


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


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



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


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



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 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


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


UP

ADA ACCESSAND STAFF

MEN'S WOMEN'S


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


-6"

COPYCENTER

DN.

EXISITNG TO REMAIN

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.


AREA OF RENOVATION

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


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


OFFICE AREA


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


COPYCENTER


UP

ADA ACCESSAND STAFF


-6"

ADA ACCESSAND STAFF

REVISIONS

DRAWN BY:

CHECKED BY:

DATE:

JOB NO: 2017.1



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


PAINTEDG.W.B. PAINTED

PAINTEDG.W.B.

VINYLTILE


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.



CERAMICTILE


CERAMICTILE

CERAMICTILE




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


CERAMICTILE




CERAMICTILE

STORAGEPAINTEDG.W.B.

PAINTEDG.W.B.

PAINTEDG.W.B.

PAINTEDG.W.B.

VINYLTILE


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"





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



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



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 DETAILS

A2.02

1/2" FIBER ROCKWALL BOARDEACH SIDE

INSULATION

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


INSULATION

DOOR


INSULATION


(2) 3 1/2" METALSTUDS

WOOD TRIM

2X WOOD FRAME

DOOR JAMB

DOOR


INSULATION



WOOD TRIM

2X WOOD FRAME

DOOR JAMB

CERAMIC TILE

DOOR


WOOD TRIM

2X WOOD FRAME

DOOR JAMB


INSULATION

METAL FRAME

CONT. CAULK (typ.)

PAINTED

ANCHOR

DOOR


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)


TILE FINISH

CEMENT PLASTER

NEW INSULATION

3 1/2" METAL STUD@ 16" O.C. (MAX)


CEMENT PLASTEREACH SIDE

EXISTING WALL



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



PLASTER

(2) 3 1/2" METAL STUDS@ 16" O.C.

1/2" FIBER ROCKWALL BOARDEACH SIDE INSULATION


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"

+/-


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



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



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.


8" +/- CONC. WALL

EXISTING WALL

(2) #4 CONT.


EXISTING COLUMN


1/2" FIBER ROCKWALL BD.

CEMENTPLASTER

REVISIONS

DRAWN BY:

CHECKED BY:

DATE:

JOB NO: 2017.1



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


BASE PLATE

HANDICAP MIRROR

SOAP DISPENSER

LAVATORY


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


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


BASE PLATE


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


BASE PLATE

SOAP DISPENSER

COPY

SOAP DISPENSER

HANDICAP MIRROR

LAVATORY

HANDICAP GRABBAR

HANDICAP WATER CLOSET

HANDICAP GRABBAR

HANDICAP GRABBAR


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



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.

(4) #4 CONT.

5" SLAB

2" DIA. PIPEHANDRAILS

2'-10

" MAX

.

1:12 SLOPE

1'-6"

1'-0"

VARI

ES3'-

6"


4" GRAVEL BASE

COMPACTED FILL

EXISTING SLAB



#4 @ 12" O.C.

(4) #4 CONT.

5" SLAB


2'-10

" MAX

.

1:12 SLOPE

EXISTING WALL AND SLAB


4" GRAVEL BASE

COMPACTED FILL


#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.(4) #4 CONT.


2'-10

" MAX

.


2'-10

" MAX


4" GRAVEL BASE

COMPACTED FILL



5" SLAB

2" DIA. PIPERAIL

1:12 SLOPE


1'-6"

1'-0"

VARI

ES3'-

6"

2'-10

" MAX


4" GRAVEL BASE

COMPACTED FILL

EXISTING DRIVEWAY



#4 @ 12" O.C.

(4) #4 CONT.


5" SLAB


1'-6"

1'-0"

VARI

ES

2'-10

" MAX


4" GRAVEL BASE

COMPACTED FILL

NEW STRUCTUAL FLOORSEE SLAB PLAN FOR REINF.



#4 @ 12" O.C.

(4) #4 CONT.

5" SLAB


REVISIONS

DRAWN BY:

CHECKED BY:

DATE:

JOB NO: 2017.1



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


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 @ 12" O.C. MAX.

#4 @

12"

O.C

. MAX

.

#4 @

12"

O.C

. MAX

.

7A5.02

4A4.02

5A4.02

6A4.02

2A4.02


1'-6"

1'-0"

VARI

ES3'-

6"

2'-10

" MAX


4" GRAVEL BASE

COMPACTED FILL

EXISTING DRIVEWAY



#4 @ 12" O.C.

(4) #4 CONT.


5" SLAB

MATCH EXISTINGEXTERIOR HANDRAILS

REVISIONS

DRAWN BY:

CHECKED BY:

DATE:

JOB NO: 2017.1



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


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



COMPACTED FILL

5"8"

5"8"

5"

8" CONC. STEMWALL

8" CONC. STEMWALL8

A5.02

7A4.02

5'-9"

EXISTINGSLAB

FURREDWALL

FURREDWALL

EXISTING WALL



#4 @ 12" O.C. MAX.

#4 @

12"

O.C

. MAX

.


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"


1:12 SLOPEEXISTING PLATFORM

#4 @ 12" O.C. MAX. EACHWAY

CONCRETE WALK WAY

5"4"

95% COMPACTED FILL

4" GRAVEL BASE


REVISIONS

DRAWN BY:

CHECKED BY:

DATE:

JOB NO: 2017.1



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


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


EXISTINGWALLS

5" SLAB

5" SLAB



#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



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


DN.

-10"

0"

0"

0"

-6"

ADA ACCESSAND STAFF

UP

UPUP

DN.

COPYCENTER

NEW STAIR

DN.

FIN122


EXISITNG TO REMAIN


EXISITNG TO REMAIN

EXISITNG TO REMAIN


EXISITNG TO REMAIN


EXISITNG TOREMAIN

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.LOBBY



AREA OF RENOVATION

N.I.C.

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01

TEMPORARYACCESSIBLERAMP


CENTER IN ROOM(TYP.)


UP

ADA ACCESSAND STAFF

RESTROOM

MEN'S WOMEN'S

ELEVATOR 3

ELEVATOR 2


STORAGE &CONTROL

FURNITURETROLLEY

DN.

-10"

0"

0"

0"

-6"


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


COPYCENTER

DN.

RAMP NO.1

RAMP NO.3

T.B.D.


AREA OF RENOVATION

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01



UP

ADA ACCESSAND STAFF

ELEVATOR 2


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



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


DN.

-10"

0"

0"

0"

-6"

ADA ACCESSAND STAFF

EXISTINGCOLUMNS

STEELGATE

UP

UPUP

DN.

COPYCENTER

NEW STAIR

DN.

FIN122


EXISITNG TO REMAIN


EXISITNG TO REMAIN

EXISITNG TO REMAIN


EXISITNG TO REMAIN


EXISITNG TOREMAIN

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.LOBBY



AREA OF RENOVATION

N.I.C.

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


CH

2

CH

2

CH1

CH2

CH2

CH1

CH2

CH2

CH2CH2CH2CH2CH2CH2CH2

CH2 CH2CH2CH2 CH2 CH2

CH

1

CH

1

CH

2



VIDEO DISPLAY 3

VIDEODISPLAY4


UP

ADA ACCESSAND STAFF

RESTROOM

MEN'S WOMEN'S

ELEVATOR 3

ELEVATOR 2


STORAGE &CONTROL

FURNITURETROLLEY

DN.

-10"

0"

0"

0"

-6"


AND STAFF



VIDEODISPLAY4


UPVIDEO DISPLAY 3

UP

UP

OFFI

CE S

WIN

G SP

ACE

DEPT

. OF

FINA

NCE

ADA ACCESSAND STAFF

ELEVATOR 1


COPYCENTER

DN.

RAMP NO.1

RAMP NO.3

T.B.D.


AREA OF RENOVATION

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


CH

2

CH

2

CH1

CH2

CH2

CH1

CH2

CH2

CH2CH2CH2CH2CH2CH2CH2

CH2 CH2CH2CH2 CH2 CH2

CH

1

CH

1

CH

2


UP

ADA ACCESSAND STAFF

ELEVATOR 2


REVISIONS

DRAWN BY:

CHECKED BY:

DATE:

JOB NO: 2017.1



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


DN.

-10"

0"

0"

0"

-6"

ADA ACCESSAND STAFF

EXISTINGCOLUMNS

STEELGATE

UP

UPUP

DN.

COPYCENTER

NEW STAIR

DN.

FIN122


EXISITNG TO REMAIN


EXISITNG TO REMAIN

EXISITNG TO REMAIN


EXISITNG TO REMAIN


EXISITNG TOREMAIN

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.LOBBY



AREA OF RENOVATION

N.I.C.

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01



NEW CONC.SLAB

NEW CONC.SLAB

NEW CONC.SLAB

NEW CONC.SLAB

UP

ADA ACCESSAND STAFF

MEN'S WOMEN'S


DN.

-10"

0"

0"

0"

-6"



UP

UP

UP

UP

OFFI

CE S

WIN

G SP

ACE

DEPT

. OF

FINA

NCE

ADA ACCESSAND STAFF

ELEVATOR 1


-6"

COPYCENTER

DN.

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.


AREA OF RENOVATION

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01



NEW CONC.SLAB

NEW CONC.SLAB

NEW CONC.SLAB

UP

ADA ACCESSAND STAFF


-6" REVISIONS

DRAWN BY:

CHECKED BY:

DATE:

JOB NO: 2017.1



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



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



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


DN.

-10"

0"

0"

0"

-6"

ADA ACCESSAND STAFF

UP

UPUP

DN.

COPYCENTER

NEW STAIR

DN.

FIN122


EXISITNG TO REMAIN


EXISITNG TO REMAIN

EXISITNG TO REMAIN


EXISITNG TO REMAIN


EXISITNG TOREMAIN

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.LOBBY



AREA OF RENOVATION

N.I.C.

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


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


UP

ADA ACCESSAND STAFF

RESTROOM

MEN'S WOMEN'S

ELEVATOR 3

ELEVATOR 2


STORAGE &CONTROL

FURNITURETROLLEY

DN.

-10"

0"

0"

0"

-6"


AND STAFF



VIDEODISPLAY4


UPVIDEO DISPLAY 3

UP

UP

OFFI

CE S

WIN

G SP

ACE

DEPT

. OF

FINA

NCE

ADA ACCESSAND STAFF

ELEVATOR 1


COPYCENTER

DN.

RAMP NO.1

RAMP NO.3

T.B.D.


AREA OF RENOVATION

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01



UP

ADA ACCESSAND STAFF

ELEVATOR 2


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



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


COPYCENTER

DN.

RAMP NO.1

RAMP NO.3

T.B.D.


SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


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



CONTRACTOR SHALL CONNECTPROPOSED PLUMBING LINES &FIXTURES TO EXISTING PLUMBING& SEWER LINES


F F F

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


DN.

-10"

0"

0"

0"

-6"

ADA ACCESSAND STAFF

EXISTINGCOLUMNS

STEELGATE

UP

UPUP

DN.

COPYCENTER

NEW STAIR

DN.

FIN122


EXISITNG TO REMAIN


EXISITNG TO REMAIN

EXISITNG TO REMAIN


EXISITNG TO REMAIN


EXISITNG TOREMAIN

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.LOBBY



AREA OF RENOVATION

N.I.C.

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


-10"


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


STORAGE &CONTROL

STORAGE

RAMP NO.4


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





F F F

UP

ADA ACCESSAND STAFF

MEN'S WOMEN'S


DN.

-10"

0"

0"

0"

-6"



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



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


COPYCENTER

DN.

RAMP NO.1

RAMP NO.3

T.B.D.


AREA OF RENOVATION

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


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


OFFICE AREA


UNISEX RESTRM.

UNSEXRESTRM.

STORAGENO.1

OFFICE AREA

OFFICE

OFFICE

STORAGE NO.2

UNISEX RESTRM.

T.B.D.

RAMP NO.2

OFFICE AREA

SERVERCLOSET


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



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.


SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


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


DN.

-10"

0"

0"

0"

-6"

ADA ACCESSAND STAFF

EXISTINGCOLUMNS

STEELGATE

UP

UPUP

DN.

COPYCENTER

NEW STAIR

DN.

FIN122


EXISITNG TO REMAIN


EXISITNG TO REMAIN

EXISITNG TO REMAIN


EXISITNG TO REMAIN


EXISITNG TOREMAIN

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.LOBBY



AREA OF RENOVATION

N.I.C.

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


-10"


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


DN.

-10"

0"

0"

0"

-6"



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



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



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"



AIR CONDITIONCONDENSING UNIT

RACK DETAIL

M2.01

REVISIONS

DRAWN BY:

CHECKED BY:

DATE:

JOB NO: 2017.1



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


DN.

-10"

0"

0"

0"

-6"

ADA ACCESSAND STAFF

EXISTINGCOLUMNS

STEELGATE

UP

UPUP

DN.

COPYCENTER

NEW STAIR

DN.

FIN122


EXISITNG TO REMAIN


EXISITNG TO REMAIN

EXISITNG TO REMAIN


EXISITNG TO REMAIN


EXISITNG TOREMAIN

NEW STAIRS

RAMP NO.1

RAMP NO.3

T.B.D.LOBBY



AREA OF RENOVATION

N.I.C.

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


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


OFFICE AREA


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



STORAGE &CONTROL

STORAGE

RAMP NO.4


LOBBY NO.1

FURNITURETROLLEY

LOBBYNO.2

COPYCENTER


UP

UP

ADA ACCESSAND STAFF

ELEVATOR 1


COPYCENTER

DN.

RAMP NO.1

RAMP NO.3

T.B.D.


AREA OF RENOVATION

SEE SHT A5.02


SEE SHT A5.02

SEE SHT A5.01


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


OFFICE AREA


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


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



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

drawing list the department of finance temporary … · structural suspended strl susp the...

Documents