theo curry ford road - arch and demo - 10 feb 2010

8/14/2019 Theo Curry Ford Road - Arch and Demo - 10 Feb 2010

1/13

A.PETER TANKEL

702DENTON RD

WINTERPARK,FL 32792

PH: 407-657-5585FX: 407-657-5585

CONTACT:PETERTANKEL

EMAIL: [email protected]

MECHANICAL & PLUMBING

TECOENERGY702 N FRANKLINST,TAMPA, FL

PHONE:8132281111

REP'S PHONE: 407 4667467

EMAIL:[email protected]:JJ MORRIS

GAS

NONE

STRUCTURAL

ELECTRICAL

ARCHITECTURALDYNAMICS,INC

2816PICKFAIR STREETORLANDO,FL32803

PH: 407-897-5461

FX: 407-896-3501EMAIL:[email protected]

CONTACT:JOYCEL. PHIPPS

(CONSTRUCTION DOCUMENTS& PROJECT MANAGEMENT)

OB+ARCHITECTURE,INC33EAST PINEST

ORLANDO,FL32801

FLLIC No:AR 0017725(ARCHITECTOF RECORD)

ARCHITECTS

YOUNAN(JOHN) & RINA GHAZALTHEO'SKITCHEN, INC.

1593AMARYLLIS CIRCLE

ORLANDO,FL 32828

PH: 407 282 7277

FX:CL: 407 928 4754

EMAIL:

CONTACT:JOHN GHAZAL

OWNER

NAME: ToBe Determined

ADDRESS

CITY&ZIP

LICENSE NUMBER

PH:

FX:CL:

EMAIL:

CONTACT:

GENERAL CONTRACTOR

CONSULTANTS

NONE

CIVIL ENGINEERS

CAPTIVE AIRE

940 CENTRECIRCLE - STE3000

ALTAMONTE SPRINGS 32714PH: 407 682 3100

FX: [email protected]

HOOD DESIGN

ABBREVIATIONS

ADD'L.A.F.F.A.F.G.A.C.T.ALT.ALUM.ANCH.APPROX.ARCH.

BRG.BM.BTWN.BLK.BD.BTM.BLDG.B.U.R.

CLG.C.M.U.C.T.C.O.COL.CONC.CONST.C.J.CONT.

DET.

ADDITIONALABOVE FINISHFLOORABOVE FINISHGRADEACOUSTICALCEILINGTILEALTERNATEALUMINUMANCHORAPPROXIMATEARCHITECT

BEARINGBEAMBETWEENBLOCKBOARDBOTTOMBUILDINGBUILT UPROOF

CEILINGCONCRETE MASONRYUNIT(S)CERAMIC TILECLEANOUTCOLUMNCONCRETECONSTRUCTIONCONTROL JOINTCONTINUOUS

DETAILDIA.DIM.DR.DN.DS.

DWG.D.W.D.F.

EA.E.W.C.ELEV.EQ.EQUIP.

DIAMETERDIMENSIONDOORDOWNDOWNSPOUT

DRAWINGDRYWALLDRINKINGFOUNTAIN

EACHELECTRICWATERCOOLERELEVATIONEQUALEQUIPMENT

EXH.EXIST.E.J.EXT.

F.R.P.FIN.F.E.FLUOR.F.D.FLR.FT.FTG.F.V.

GALV.GA.G.C.GR.GYP.

HDW.

HGT.H.M.H.P.HORIZ.

INCAN.I.D.INSUL.INT.

EXHAUSTEXISTINGEXPANSIONJOINTEXTERIOR

FIBERGLASSREINFORCED PANELFINISHFIREEXTINGUISHERFLUORESCENTFLOOR DRAINFLOORFOOT, FEETFOOTINGFIELDVERIFY

GALVANIZEDGAUGEGENERAL CONTRACTORGRADEGRADEGYPSUM

HARDWARE

HEIGHTHOLLOW METALHIGH POINTHORIZONTAL

INCANDESCENTINSIDEDIAMETERINSULATIONINTERIOR

JT.

K.O.

LAM.LAV.LB.L.H.L.P.

MFR.MAS.M.O.M.MAX.MECH.MTL.MEZZ.MIN.MISC.MLDG.M.R.MTG.MULL.

NOM.N.N.I.C.N.T.S.

JOINT

KNOCK OUT

LAMINATEDLAVATORYPOUNDLEFTHANDLOW POINT

MANUFACTURERMASONRYMASONRY OPENINGMATERIALMAXIMUMMECHANICALMETALMEZZANINEMINIMUMMISCELLANEOUSMOULDINGMOISTURE RESISTANTMOUNTINGMULLION

NOMINALNORTHNOT IN CONTRACTNOT TO SCALE

TEL.TEMP.THRES.T.P.D.T.&G.T.&B.T.O.F.T.O. MAS.

TELEPHONETEMPEREDTHRESHOLDTOILETPAPERDISPENSERTONGUE ANDGROOVETOP AND BOTTOMTOP OF FOOTINGTOP OF MASONRY

P.H.PLAS.P.LAM.PLBG.PLYWD.PROP.

Q.T.

RREF.REINF.REQD.REV.R.H.RM.R.O.R.T.U.

S.F.SCHED.SLT.SEC.SIM.SL.SPEC.SQ.S.S.STD.STL.STRUCT.SUSP.SW.SYS.

PHYSICALLYHANDICAPPEDPLASTERPLASTIC LAMINATEPLUMBINGPLYWOODPROPERTY

QUARRYTILE

RADIUSREFERENCEREINFORCED, REINFORCINGREQUIREDREVERSERIGHT HANDROOMROUGH OPENINGROOF TOPUNIT

SQUARE FEET,FOOTAGESCHEDULESEALANTSECTIONSIMILARSLOPESPECIFICATIONSQUARESTAINLESSSTEELSTANDARDSTEELSTRUCTURALSUSPENDEDSWITCHSYSTEM

ARCHITECTURAL PLUMBING

MECHANICAL

DRAWINGTITLEORIG

ISSUE

DWG

NO.

CVR COVER,INDEX

A0.1 CODE INFORMATION

DWG

NO.

DWG

NO.

DWG

NO.

DWG

NO.

DRAWING TITLE DRAWING TITLE

DRAWINGTITLE

DRAWINGTITLE

MD.1

P2.1

REV#

LATEST

ISSUE

ORIG

ISSUE

LATEST

ISSUE

ORIG

ISSUE #LATEST

ISSUE

ORIGISSUE #

LATESTISSUE

ORIGISSUE #

LATESTISSUE

REV#

REV

REV

REV

M0.1

CAPTIVEAIRE HOODDWG

NO.DRAWINGTITLE

ORIGISSUE

LATESTISSUE

REV

A0.2 LIFE SAFETYPLAN

PLUMBING RENOVATIONFLOORPLAN & DETAILS

PD.1PLUMBING DEMOLITIONPLAN,NOTES & SCHEDULE

M2.2

M3.1

HVACABBREVIATIONSLEGENDS,NOTES

HVAC DEMOLTION PLAN&NOTES

HVAC PIPING PLAN,HVACRENOVATION PLAN&NOTES

HVACSCHEDULES& DETAILS

DWG

NO.

STRUCTURAL

DRAWINGTITLEORIGISSUE

LATESTISSUE

REV#

#

DIA.DIM.DR.DN.DS.DWG.D.W.D.F.

EA.E.W.C.ELEV.EQ.

DIAMETERDIMENSIONDOORDOWNDOWNSPOUTDRAWINGDRYWALLDRINKINGFOUNTAIN

EACHELECTRICWATERCOOLERELEVATIONEQUAL

NO.

O.C.OH.OPG.OPP.

O.D.

P.T.PTD.PNL.PART.

NUMBER

ONCENTEROVERHEADOPENINGOPPOSITE

OUTSIDE DIAMETER

PRESSURETREATEDPAINTEDPANEL ORPANELINGPARTITION

T.O.S.T.TYP.

UNFIN.U.O.N.VERT.VEST.V.C.T.

TOP OF STEELTREADTYPICAL

UNFINISHEDUNLESS OTHERWISENOTEDVERTICALVESTIBULEVINYL COMPOSITIONTILE

W.C.W.H.W.P.WP.W.R.W.W.M.W/ W/OWD.

WATER CLOSETWATER HEATERWORK POINTWATERPROOFWATER RESISTANTWELDEDWIRE MESHWITH / WITHOUTWOOD

ELECTRICAL

E1.0 ELECTRICAL NOTES, PANELS&SYMBOLS

E2.0 ELECTRICALLIGHTING PLAN

E3.0 ELECTRICALFLOORPLAN

CIVIL

1 CAPTIVE AIRE- HOOD DRAWINGS

DARIUSADAMS, P.E., LEEDAP CLEARENGINEERING,LLC13 651CRYSTAL

RIVER DRIVE ORLANDO,FL 32828

PHONE (407) 277-3431

CELL(407)619-9655FAX (407) 277-8343

[email protected]

P3.1 PLUMBINGRISERDIAGRAMS

A9.1 FINISHSCHEDULE & KEY PLAN

2

3

4

CAPTIVE AIRE- HOOD DRAWINGS



1SCALE: NOT TO SCALE

SITE PLAN

COVSHE

CVWrittendimensionsonthesedrawingsshallhaveprecedenceoverscaleddimensions.Contracto

rshallverifyandberesponsibleforalldimensionsandconditionsonthejob.

OB+ArchitectureInc.mustbenotifiedimmediatelyinwritingo

fanyvariationfrom

thedimensionsandconditionsshownonthesedrawings.Fieldverifyallconditionspriortolayingoutorfabricatingassocia

tedwork.

Bringtothearchitect'sattentionanydeviationfrom

designedconditionsandfieldconditionspriortoordering

materialsandinstallingwork,andcooperatewitharchitecttomodifysuchconditionsatnoadd

itionalcosttotheowner,architectorarchitect'sconsultants.

Shopdetailsmustbesubmittedtothearchitect'sofficeandreviewedbythea

rchitectpriortoorderingmaterials,

fabricationanddeliverytothejobsite,unlessotherwiseprovidedforunderthespecificcontractualagreementbetweenthearchitectandclient.OB+ArchitectureInc.expresslyreservesitscommonlawcopyrightandother

propertyrightsinthesedocuments.

Thesedocumentsarenottobereproduced,changed,orcopiedinanyform

ormannerwhatsoever,noraretheytobeassignedtoathirdpartywithoutfirstobtainingthewrittenpermissionandwritt

enconsentofOB+ArchitectureInc.

Intheeventofunauthorizeduseofthesedocumentsbyathirdparty,

thethirdpartyshallholdOB+ArchitectureInc.

harmlessandagreestoremunerateOB+ArchitectureInc.

forsuchuseinanamountequaltotheoriginalfeefortheoriginaldocuments,pluslegalfees,c

ourtcosts,collectionfeesandothercosts.

issued:

revised:

address:

number:project

title:

reviewed:

lman:

sheetnumber:

drawn:

date:

sheet setup:

2950 CU

THEOKITCH

ORLANDO,

ARCHITECT SEAL / SIG

FLORIDA LICENSE # AR

SHEET INFORM

PROJECT INFORM

REVISION / SUBM

w w w . o b a r c h i t e c t

CRYSTAL PLAZA

OB+ARCHITECTURE INC.15 W CHURCH STREET, SUITE 2ORLANDO,FL32801PH: 407.650.373

1 LOCATION MAPSCALE: NOT TO SCALE


2/13

2007 FLORIDA BUILDINGCODE, CHAPTER6 :

TYPE TWO-B (II-B), UNPROTECTED,SPRINKLERED

MATERIALS :

DETAILNUMBER

THRU-BUILDINGSECTION

FULL WALL SECTION

PARTIAL SECTION

DETAILWILL APPEARONTHIS PAGE

2-STORY, 55' MAXIMUM ALLOWABLE HEIGHTPER FBC: TABLE 503

ACTUALHEIGHT :

ONE-STORY

18'-0"AT HIGHEST PARAPET @ TENANTSPACE

BUILDING HEIGHT :

GENERAL CONSTRUCTION NOTES

ALLOWED,PER2007 FLORIDA BUILDINGCODE,TABLE503:

TENANTOCCUPANCY GROUP A-2,TYPE II-B, SPRINKLERED = 9,500S. F. PER FLOOR ALLOWED,

+ 2 STORIES ALLOWED

BUILDING TYPE :

NEW BUILDING: 2007 FLORIDA BUILDINGCODE : ASSEMBLY

GROUP A-2SECTION303

BUILDING AREA :

OCCUPANCY CLASSIFICATION :

CODE INFORMATION

DRAWING SYMBOL LEGEND

FIRE SEPARATIONDISTANCE (FEET)

> 30

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIORWALLSBASEDON FIRESEPARATION DISTANCE - FBCTABLE602

FIRE RESISTANCE RATINGS REQUIREMENTSPER FBCTABLE601 :

BUILDING ELEMENT

STRUCTURAL FRAME

INCLUDING COLUMNS, GIRDERS,TRUSSES

BEARING WALLS

EXTERIOR

INTERIOR

NONBEARING WALLS ANDPARTITIONS

EXTERIOR

NONBEARING WALLS ANDPARTITIONS

INTERIOR

FLOOR CONSTRUCTION

INCLUDING SUPPORTING BEAMSANDJOISTS

ROOF CONSTRUCTION

INCLUDING SUPPORTING BEAMSANDJOISTS

TYPE II-B

0

0

0

SEE TABLE 602

0

0

0

TYPE OF CONSTRUCTION

II-B

GROUP A-2

0

MAXIMUM AREA OF EXTERIOR WALL OPENINGS-FBC TABLE704.8

CLASSIFICATION OFOPENING

PROTECTEDUNPROTECTED

FIRE SEPARATIONDISTANCE

GREATER THAN 30FEET

NO LIMIT

NO LIMIT

WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIREDFROMANY ACCESSIBLE

SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OFEGRESSMUSTBE PROVIDED.

DOORS SHALL SWING IN THE DIRECTION OF EGRESSTRAVELWHEN SERVING500R

M0RE OCCUPANTS. MEANS OF EGRESS SHALL BE ILLUMINATEDTOAT LEASTONEFOOT-CANDLE, MEASUREDATTHE FLOOR.

EMERGENCY LIGHTING SHALL BE PROVIDED FOR APERIODOF1 1/2 HOURSINTHE

EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATIONMUST BEAN AVERAGEOF

AT LEAST ONE-FOOT CANDLE & A MINIMUM AT ANYPOINTOF.2 FOOT-CANDLEALONGTHE PATH OF EGRESS AT FLOORLEVEL.

MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPTWHEREA MAIN ENTRANCE

SERVES AS AN EXIT & IS VISIBLETOTHE OCCUPANTS.

OCCUPANT LOAD :

FIRE SEPARATIONS :

2 EXITS REQUIRED PER FLOORPER1018.1

(BASED ON OCCUPANT LOAD FOR1-500 OCCUPANTS)

1 EXIT PERMITTED FOR TENANTWITH MAXIMUM50

OCCUPANTS PER FBC AND 'X' OCCUPANTSPERNFPA

MAX. EXIT ACCESS TRAVEL DISTANCE(SPRINKLERED)

MAXIMUM DEAD END CORRIDOR (SPRINKLERED)

MAXIMUM COMMON PATH OF TRAVEL(SPRINKLERED)

MINIMUM EGRESS DOORCLEARWIDTH

MINIMUM AISLE

MINIMUM CORRIDOR

MINIMUM STAIR WIDTH (N/A)

EGRESS WIDTH PER PERSON (HORIZONTALEGRESS)

EGRESS WIDTH PER PERSON (VERTICALEGRESS)(N/A)

EGRESS REQUIREMENTS :

2

1

250'

20'

75'

32"

36"

44"

44"

.2"

.3"

NOTE : SEE LIFE SAFETY PLANS FOR ACTUALEXITWIDTHSSEE LIFE SAFETY PLANS FOR ACTUAL EGRESSPATHS&DISTANCES

OCCUPANTS LOAD PER TABLE 403.1 (2007 FBC PLUMBING CODE) GROUP A-2, ASSEMBLY

ATLEASTONEFIXTUREOFEACH TYPESHALLBEHANDICAPACCESSIBLE

NEW FIXTURESREQUIRED

REQUIREDFIXTURES

WATERCLOSETS

1 PER 500

DRINKING

FOUNTAINSSHOWERS OTHER

-

FBC NFPA 101

2

1

250'

20'

75'

32"

44"

.2"

.3"

OCCUPANCYGROUP :

PLUMBING FIXTURE REQUIREMENTS

NEW FIXTURESPROVIDED

RESTAURANT - INTERIOR ALTERATION

CMU EXTERIORWALLS

STEEL ROOFFRAMING

BUILT-UPROOF

CMU & METAL STUDINTERIOR PARTITIONS

FIRE RESISTANCE RATINGSFROM TABLE601

EXISTING 1-HOUR WALLS BETWEENADJACENTTENANTS.

LAVATORIES

1 1

1 SERVICE SINK

NONE

1 WC1 URINAL

OCCUPANCY PER 2007FLORIDA BUILDINGCODE, TABLE 1004.1.1& NFPA 101 TABLE7.3.1.2

TOTAL LOAD = 48 (SEE TABLETHISSHEET)

A-2, ASSEMBLY

SEE OCCUPANTLOAD ABOVE FOR TOTAL48

OCCUPANTSDESIGN BASIS

24MEN&24 WOMENASSUMED

CODE INFORMATION, GENERAL

CODEREQUIREMENTS: IT ISTHEINTENT THATALL WORK SHALL CONFORM TOTHE ADOPTEDCODES, STANDARDS AND RULES OF THE ADMINISTRATIVEAUTHORITYHAVING JURISDICTION.

ALL WORK SHALL CONFORM WITH DRAWINGS ANDSPECIFICATIONSIN ACCORDANCEWITHTHEREQUIREMENTSOF ALL THE FOLLOWINGWHERE APPLICABLE:

(A) GOVERNING MUNICIPAL AND REGULATORYAGENCIES(B) LOCAL,STATEANDFEDERALBODIES(C) 2007FLORIDA BUILDING CODEwith 2009SUPPLEMENT

ITIS UNDERSTOODTHAT ALL INTENDEDWORK ISSUBJECTTO REVIEWAND INTERPRETATIONBYTHE ADMINISTRATIVEAUTHORITY HAVING JURISDICTION.IN NO CASE SHALL WORKBEPERFORMED WITHOUT THE REVIEWAND WRITTENAPPROVAL OFSAID AUTHORITY.

APPLICABLECODE S :

CITYOF ORLANDO, FLORIDA

FLORIDA BUILDINGCODE 2007EDITION with2009 SUPPLEMENTFORTHE FOLLOWINGDISCIPLINES:

FLORIDA FIREPREVENTION CODE2007 EDITION

NFPA 101 2006 EDITION LIFE SAFETYCODEwith FLORIDA AMENDMENTS

NFPA1 UNIFORMFIRE CODE2006 EDITION withFLORIDA AMENDMENTS

ENGINEERING STANDARDSMANUAL

ORLANDO URBAN STORMWATERMANUAL

FLORIDA DEPARTMENTof TRANSPORTATIONMANUAL onUNIFORM TRAFFIC CONTROL DEVICESTANDARDS

FLORIDA DEPARTMENT of TRANSPORTATION ROADWAYandTRAFFICDESIGN STANDARDS

CITY OF ORLANDO STANDARD SPECIFICATIONS forROAD, BRIDGEand UTILITYCONSTRUCTION(1991)

NATIONAL ELECTRIC CODE2005 EDITION

FLORIDA STATUTES

FLORIDA ADMINISTRATIVECODE

ORLANDO CITYCODE

PARTITIONTYPE

REVISIONCLOUD

INDICATING

REVISEDITEM

OR AREA

DOORNUMBER

INTERIOR ELEVATIONDETAILTAG

LINES OF CEILING CHANGESatSOFFITS,

BULKHEADS, OVERHANGS,ETC.

COLUMN GRID REFERENCE

VERTICAL byNUMBER

HORIZONTAL byLETTER

REVISION

NUMBER

REVISIONCLOUD

ROOMNUMBER

DOORNUMBER

DETAIL

NUMBER

DETAIL

APPEARS

ONTHIS

SHEET

ACTUALTENANT SQUAREFOOTAGE: 1,400 SF

6 / A3.1

6 / A3.1 6 / A3.1

2

OCCUPANTLOAD PER TABLE 1004.1.2

STORAGE

KITCHEN

DINING*

OCCUPANT LOAD

MEN WOMEN

1 1

2 2

MEN WOMEN MEN WOMEN

NONE

1 PER 75 1 PER 75 1 PER 200 1 PER 200

(EXISTING BUILDING- GROUPA-2)

BUILDING

PLUMBING

MECHANICAL

FUEL&GAS

FLORIDA ACCESSIBILITY FOR BUILDINGCONSTRUCTION

STATE OFFLORIDAMODEL ENERGY EFFICIENCY

CRYSTAL LAKE PLAZA - KEY PLAN

TOTAL OCCUPANTS

146 SF @ 1 per 300SFGROSS

403 SF @ 1 per 200SFGROSS

44 SEATSSHOWN

=

=

=

=

1 OCCUPANTS

3 OCCUPANTS

48 OCCUPANTS

73 OCCUPANTS

* NOTE : TAKING561SF OFDINING SPACE @ 1 PER 15NET

(UNCONCENTRATED - TABLES&CHAIRS) =37 OCCUPANTS

1. THECONTRACTOR SHALL VISIT THE SITEPRIOR TO THE PREPARATION OFHISBID ANDTHOROUGHLY FAMILIARIZE

HIMSELF WITHTHECONDITIONS OF THECONSTRUCTION AREAAND THEWORK REQUIREDTO PERFORM THE WORKOF THIS

CONTRACT.

2. THEGENERAL CONTRACTOR SHALL COMPLYWITH ALL THE REQUIREMENTSOF THE SOILS REPORT. OBTAINFROMTHE

OWNER THE CURRENT COPYOF THE SOILS INVESTIGATION REPORT.

3. ALL DEBRIS SHALL BEREMOVED FROM THE PREMISESBY THE GENERAL CONTRACTORAND ALLAREAS SHALLBE LEFTIN

A CLEAN CONDITION ATALL TIMESDURING CONSTRUCTION.

4. THE CONTRACTOR SHALL BERESPONSIBLEFOR ALLFEES RELATED TOTHE ISSUANCE OFPERMITS, INSPECTIONS AND

CERTIFICATESNECESSARYFOR THEEXECUTION ANDCOMPLETION OFTHE WORK,AND THEOCCUPANCY OF THE WORK.

5. IT SHALL BETHERESPONSIBILITY OFTHE CONTRACTOR TOLOCATE ALL EXISTINGUTILITIES ANDTO PROTECTTHEM

FROMDAMAGE. THE CONTRACTORSHALLBEAR ALL EXPENSESOF REPAIROR REPLACEMENT OFUTILITIES OROTHER

PROPERTYDAMAGED BY OPERATIONSIN CONJUNCTION WITHTHEEXECUTION OF THE WORK. ALL FINAL CONNECTIONSFROM THE BUILDING TO EXISTING UTILITIESSHALL BEBY THISCONTRACTOR.

6. AS REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFYTHE ARCHITECT/DESIGNEROF ALLCONFLICTS AND

DISCREPANCIES THATAFFECT THE WORKPRIOR TO PROCEEDINGWITH SAIDWORK.

7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONSWILL GOVERN. LARGE-SCALE DRAWINGSSHALL GOVERNOVER

SMALLER-SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNERTOCONFIRM ALLDISCREPANCIES.

8. CONFIRM ALLHORIZONTAL DIMENSIONSWITH PLANS AND INFIELD PRIORTO FABRICATION AND/ORCONSTRUCTION.

9. DIMENSIONS ARE FACETO FACEOF MASONRY WALLS AND TOFINISH FACEOF STUDPARTITIONS. DIMENSIONS ONPLANS

INDICATE NOMINAL WIDTH UNLESSOTHERWISEINDICATED.

10. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLEFORWORK PERFORMEDNOTIN ACCORDANCEWITHTHESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS,NORFOR UNSATISFACTORYWORKBY CONTRACTOR.

11. THE CONTRACTORSHALLBE RESPONSIBLE FOR THE SECURITYOF THE SITEAS REQUIRED IN THE CONTRACTDOCUMENTS.

12. THE GENERAL CONTRACTORSHALLTAKE ALL NECESSARY PRECAUTIONS TOENSURE THE SAFETYOF THE OCCUPANTS

AND WORKERS ASREQUIRED BYGENERAL CONDITIONS AND ALL APPLICABLELOCAL, STATE,AND FEDERALREGULATIONS.

13. DONOT OBSTRUCT STREETS,SIDEWALKS, ALLEYSOR OTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER

PERMITS.

14. ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITHU.L. TESTEDSTANDARDSAND/OR LOCALREQUIREMENTS.

15. CONTRACTORTO PROVIDE & INSTALL WALL-MOUNTED, 5 LB, 2A:10B:CMULTI-PURPOSE FIRE EXTINGUISHERSAS

REQUIREDBY LOCAL FIREMARSHAL. COORDINATELOCATIONS/PLACEMENTS WITHFIRE MARSHAL.INSTALL QUANTITY AS

REQUIREDSO ASNOT TO EXCEED75' OF TRAVELTO ANEXTINGUISHER.

16. ALL PENETRATIONSTHRU FIRERATED CONSTRUCTION SHALL COMPLYWITH UL& ALL APPLICABLECODES &

ORDINANCE.

17. SEAL/ CAULK PERIMETER OFRATEDWALLS ANDPENETRATIONS OFRATED WALLSIN ACCORDANCEWITH APPLICABLE

UL DESIGNS, AND REQUIREMENTS OF THEAUTHORITYHAVINGJURISDICTION.

18. ALL ELECTRICALANDMECHANICAL INFORMATION CONTAINED INTHESE DRAWINGS ISSOLELY FOR THE PURPOSEOF

COORDINATION OF THE ARCHITECT/DESIGNER'SWORK.

19. UNLESS OTHERWISENOTED OR DETAILED, PIPECHASEWALLS WITH A THICKNESS GREATER THAN4" SHALLBECONSTRUCTED OF2-1/2" METAL STUDS WITHONELAYER 5/8" GYPSUMBOARDEACH SIDEOF CHASE WALL. PROVIDE

METAL ORGYPSUM BOARD CROSS BRACESAS REQUIREDTO ADEQUATELYBRACE THEWALL AND TOMAINTAIN THERATING

OFTHE PARTITION. HOLD CHASE WALLS TOMINIMUMDIMENSIONS.

20. VERTICAL PIPING LOCATED WITHINTHE STUD SPACE OFPARTITIONS SHALL BEFULLYENCLOSED WITHA FULL

THICKNESS OFGYPSUM BOARD ONEACH SIDE OF THE STUD. PROVIDE6" STUDS WHERE REQUIREDTO CONCEAL PIPING

AND OTHER ITEMS OCCURRINGWITHINPARTITIONS.

21. RECESSES FOR ITEMS IN EXCESS OF 16 SQ. INCHES, SUCH ASELECTRICALPANELS, FIREEXTINGUISHERCABINETS, ETC.,

LOCATED INRATEDPARTITIONS SHALL BEFACEDWITH GYPSUMBOARDTO CREATEA FIVE-SIDED ENCLOSURE REQUIREDTOMAINTAINTHE RATING OFTHEPARTITION IN WHICH THE ITEMOCCURS.

22. ELECTRICAL DEVICESWHICH OCCURIN RATED PARTITIONSSHALL BE LOCATED SOTHAT BACKBOXES WITHINA SINGLE

STUDCAVITY SHALL NOT EXCEEDA TOTALOF 16SQUARE INCHESIN AREAOR EXCEEDATOTAL OF 100 SQUAREINCHES INANY 100 SQUAREFEET OFWALL AREA. BOXESLOCATED ON OPPOSITESIDESOF WALLS ORPARTITIONSSHALL BE

SEPARATED BYA MINIMUMHORIZONTAL DISTANCEOF 24".WHERETHIS REQUIREMENT CANNOTBE MET,BACKBOXES IN

EXCESSOF THE ALLOWED MAXIMUM SHALL BEBACKED WITHGYPSUM BOARD TOCREATE A FIVE-SIDEDENCLOSURE.

23. JOINTS WHICHOCCUR IN RATED PARTITIONSSHALL BE STAGGERED A MINIMUM OFONE STUD SPACE OR24" BOTH

HORIZONTALLY& 12"VERTICALLY. WHEREOPENINGS ARE MADEIN EXISTINGRATEDPARTITIONS, OR WHERE OPENINGSIN

EXISTINGPARTITIONS ARE CLOSER, THE EXISTINGGYPSUM BOARD BOARD MAY BEREMOVEDON ONE SIDEOF THEPARTITIONSBACK TOTHEN EXT STUDTO ASSURETHEPROPER STAGGERINGOF THEJOINTS.

24. METAL STUDGAUGES FOR INTERIORPARTITIONS SHALL BEAS RECOMMENDED BYAND/OR REQUIREDBY THE STUDMANUFACTURER FOR EACH SPECIFICCONDITION.

NONE NONE NONE

NONE 1 SERVICE SINK

NOTES

NOTE : A DRINKINGFOUNTAINISNOTREQUIREDWHEREWATERIS SERVED

INARESTAURANT.(FPC410.1)

ADDITIONAL NOTES & CLARIFICATIONS :

WINN-DIXIE

EXISTING HAIR SALON - GROUP 'B'

THEO'S KITCHEN (1400 SF)

EXISTING RESTAURANT - GROUP 'A-2'

SCALE: NOTTOSCALE

THIS WING = 4200 SF

NORTH

*

*

*

CINFORMAT

A0Writtendimensionsonthesedrawingsshallhaveprecedenceoverscaleddimensions.Contractorshallverifyandberesponsibleforalldimensionsandconditionsonthejob.

OB+ArchitectureInc.mustbenotifiedimmediatelyinwritingofanyvariationfrom

thedimensionsandconditionsshownonthesedrawings.Fieldverifyallconditionspriortolayingoutorfabricatingassociatedwork.



materialsandinstallingwork,andcooperatewitharchitecttomodifysuchconditionsatnoadd

itionalcosttotheowner,architectorarchitect'sconsultants.

Shopdetailsmustbesubmittedtothearchitect'sofficeandreviewedbythearchitectpriortoorderingmaterials,

fabricationanddeliverytothejobsite,unlessotherwiseprovidedforunderthespecificcontractualagree

mentbetweenthearchitectandclient.OB+ArchitectureInc.expresslyreservesitscommonlawcopyrightandother


Thesedocumentsarenottobereproduced,changed,orc

opiedinanyform

ormannerwhatsoever,noraretheytobeassignedtoathirdpartywithoutfirstobtainingthewrittenpermissionandwrittenconsentofOB+ArchitectureInc.




forsuchuseinanamountequaltotheoriginalfeefortheoriginaldocuments,pluslegalfees,courtcosts,collectionfeesandothercosts.

issued:

revised:

address:

number:project

title:

reviewed:

lman:

sheetnumber:

drawn:

date:

sheet setup:

2950 CU

PERMIT

THEOKITCH

ORLANDO,



SHEET INFORM

PROJECT INFORM

REVISION / SUBM


CRYSTAL PLAZA



3/13

A0THEO

P

LIFE SA

FLOOR

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OB+ARCHITECTURE INC. 33 EAORLANDO,FL32801PH:407.650.373

REVISION#1

TRC & BUILDING DEPARCOMMENTS1

85 WESMICHIGAN S

ROOF PLANSCALE: 1/ 4" = 1'-0"1

NORTH


10/13

58" GYP BOARD, PAINTED

SOUND BATTINSULATION

6"25 GAUGE METAL STUDS@

24" O.C.

58" DUROCKBEHIND TILE

WAINSCOT TO 5'-0"AFF

3-5/8", 20GA METAL STUDFRAMING @ 24" OCMAX

1-1/2", 25GA METAL STUDCROSS-BRACING @ 48" OCMAX

12" GYP BOARD CEILING

TRAKFASTPIN@ 24"O.C.,TRACKTOSLAB. SCREW BOTHSIDESOFTRACK TOEACH VERTICALSTUDWITHMIN (1)#8 SHEET METALSCREW

NOTE; PROVIDE 58" PLYWOOD

BLOCKINGWHERE NECESSARYATSHELVING ORWALL-HUNG

EQUIPMENT

SCREW BOTHSIDES OF

TRACKTO EACH VERTICAL

STUD WITH MIN (1)#8SHEETMETAL SCREWS

CERAMIC TILEOVERCONCRETESLAB, SEEFINISHSCHEDULE

BASE,SEE FINISH SCHEDULE

EXISTINGSLAB

EXISTINGONE HOUR WALLTO BOTTOM OFROOF DECK

9'-0"

P1




EXISTINGSLAB

EXISTINGONE HOUR WALL

TO BOTTOM OFROOF DECK

P2

1'-0"

ACOUSTICALCEILING

TILE-SEEA6.1 & A9.1

FOR FINISHES

ENSURETHAT HOODCLEARANCEIS 18" FROMANYCOMBUSTIBLE

MATERIALS,PROVIDESTAINLESS STEEL3 SIDESOF HOODCONSTRUCTION

EQUIPMENT

NOTE: PROVIDE 58" PLYWOOD BLOCKINGWHERE NECESSARYAT SHELVINGORWALL-HUNG EQUIPMENT

CONCRETESLAB, SEEFINISHSCHEDULE

1'-4"

5/8"DUROCK

STAINLESSSTEELOVERGYP

BOARD, SEE A9.2PLANFOR

EXTENTS

58" GYPBOARD

2-1/2", 25-GAUGEMETAL

STUDS @ 24" O.C.


58" GYPBOARD

CONCRETESLAB, SEEFINISHSCHEDULE



STUDS @ 24" O.C.

9'-0"

1'-0"

SCREW BOTHSIDES OF

TRACKTO EACH VERTICALSTUD WITH MIN(1)#8

SHEETMETAL SCREWS

1'-4"

5/8"DUROCK

ACOUSTICALCEILINGTILE -SEE A6.1& A9.1 FOR FINISHES

TOP BRACE @ PARTITION

WITHMETAL STUD KICKERS

@ 8'-0" OCTO STRUCTURE

ABOVEWHERE NECESSARY


BLOCKINGWHERENECESSARY

ATSHELVING ORWALL-HUNGEQUIPMENT

FRP TO 8'-0" AFF(SEEFINISH

SCHEDULEANDPLANSFOR

LOCATIONS OFFINISHES

SEEA

6.1

FOR

CEILINGH

EIGHTS

9'-0"OR

11'-0"

P3


9'-0"

58" GYPBOARD, PAINTED


6"25 GAUGE METAL STUDS@

24" O.C.

58" DUROCKBEHIND TILE

WAINSCOT TO 5'-0"AFF,

SEE FINISHSCHEDULE FOR

LOCATIONS OFSPECIFIC

FINISHES

3-5/8", 20GA METAL STUD

FRAMING @ 24" OCMAX

1-1/2", 25GA METAL STUD

CROSS-BRACING @ 48" OCMAX

12" GYP BOARD CEILING

1'-4"


BLOCKINGWHERE NECESSARY

ATSHELVING ORWALL-HUNG

EQUIPMENT

SCREW BOTHSIDES OF

TRACKTO EACH VERTICAL

STUD WITH MIN (1)#8 SHEETMETAL SCREWS


BASE,SEE FINISH SCHEDULE5/8"DUROCK

P4


58" GYPBOARD


STUDS @ 24" O.C.

9'-0"

1'-0"

SCREW BOTHSIDES OF

TRACKTO EACH VERTICALSTUD WITH MIN(1) #8

SHEETMETAL SCREWS

1'-4"

5/8"DUROCK

ACOUSTICALCEILING TILE-SEE A6.1& A9.1 FOR FINISHES

TOP BRACE @ PARTITION

WITHMETAL STUD KICKERS

@ 8'-0" OCTO STRUCTURE

ABOVEWHERE NECESSARY


BLOCKINGWHERE NECESSARY

ATSHELVING ORWALL-HUNGEQUIPMENT

SEEA

6.1

FOR

CEILINGH

EIGHTS

9'-0"OR

11'-0"

P5


EXISTINGSLAB

COOLER

SECT

Writtendimensionsonthesedrawingsshallhaveprecedenceoverscaleddimensions.Contra

ctorshallverifyandberesponsibleforalldimensionsandconditionsonthejob.

OB+ArchitectureInc.mustbenotifiedimmediatelyinwritin

gofanyvariationfrom





Shopdetailsmustbesubmittedtothearchitect'sofficeandreviewedbyth

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Thesedocumentsarenottobereproduced,changed,o

rcopiedinanyform

ormannerwhatsoever,noraretheytobeassignedtoathirdpartywithoutfirstobtainingthewrittenpermissionandw

rittenconsentofOB+ArchitectureInc.




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INTERIOR PARTITIONSSCALE: 1" = 1'-0"1

A


11/13

ATHEO

NEW REFL

CEILING



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ociatedwork.



materialsandinstallingwork,andcooperatewitharchitecttomodifysuchconditionsatno

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reementbetweenthearchitectandclient.OB+ArchitectureInc.expresslyreservesitscommonlawcopyrightandother








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issued:

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NEW REFLECTED CEILING PLANSCALE: 1/ 4" = 1'-0"1

NORTH


12/13

FRAME ELEVATIONSDOOR ELEVATIONS

1

SCALE: 1/4" = 1'-0"

F

SCALE: 1/4" = 1'-0"

SCHEDULE

PER

PERSCHEDULE

2"2"

2"

SCHEDULE

PER

PERSCHEDULE

FLUSH DOOR

ROOM NAMEROOM

NO.

DOOR

NO. ELEV MATERIALSIZE

DOOR

FINISH

DETAILS - SEE A8.1

JAMBHEADFINISHMATERIALTYPE

FRAMES

SILLRATING

FIREPROTECTIONPANEL

DOORTHRESHOLDSET

HARDWARE GLAZING REMARKS

ALL DOORS TO BE PROVIDED WITH HARDWARE (LEVER TYPE) HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT

PINCHING OR TWISTING OF THE WRIST TO OPERATE; IN ACCORDANCE WITH FLORIDA STATUTES CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE 4.13.9

ALL DOORS SHALL HAVE SAME ELEVATION WITH NO MORE THAN 1/4" DIFFERENCE ON EITHER SIDE OF THRESHOLD.ALL DOORS AND WINDOWS SHALL HAVE CAULK ON INTERIOR PERIMETER AND SEALANT ON EXTERIOR PERIMETER.

1.

2.

3.

DOOR & HARDWARE

ACCESSIBILITY

NOTES

100

MEN

D100

103

D102A102

D107A107

-

-

--MARBLE

E HOLLOWMETAL

PAINT --

HARDWARE SPECIFICATIONS

1. ALL DOORS IN ALCOVES SHALL

COMPLY WITH THE CLEARANCES

FOR FRONT APPROACHES.

2. FOR ACCESSIBILITY NOTES, PLEASE

SEE BOTTOM OF DOOR SCHEDULE

AT RIGHT

1/2"MAX.

CHANGES IN LEVELS IN

ACCESSIBLE ROUTES

1/4"MAX.

HINGES, INTERIORDOORS

HINGES, EXTERIORDOORS

CLOSER

LOCKSET / LATCHSET FLUSH

BOLTS

EXIT DEVICE

PUSHPLATE

PULLPLATE

KICK PLATE

MOP PLATE

WALLSTOP

OVERHEADSTOP

WEATHERSTRIPPING

THRESHOLD

RAINDRIP

HAGER BB11914.5x4.5626

HAGERBB1199NRP 4.5x4.5630

LCN1460SERIES SNB 689

SCHLAGE RHODES SERIES 626

ROCKWOOD555 630

MONARCH F-18-M630

ROCKWOOD70 6"x 16"630

ROCKWOOD110 x70C 630

ROCKWOOD8 x2" LDW 630

ROCKWOOD4 x2" LDW 630

ROCKWOOD406 OR 409 630

GLYNN-JOHNSON 905 630

PEMKO303AV

PEMKO2005AV

PEMKO346D

HARDWARE SCHEDULE

DOUBLE STOREFRONT

#2

SET

#1

#3

#5

#4

1-1/2PAIR BUTTS

1 PRIVACY LOCKSET1 WALL STOP

1 MOPPLATE

1 KICK PLATE1 CLOSER

SILENCERS

RESTROOM/ PRIVACY

1-1/2PAIR BUTTS1 THRESHOLD

1 WEATHERSTRIPPING2 KICKPLATES

1 CLOSER

1 EXITLOCKSET1 RAINDRIP (D122B)

1 OVERHEAD STOPSILENCERS

EXTERIOREXIT

(DESIGN BASIS)

1-1/2PAIR BUTTS1 STORAGELOCKSET

1 OVERHEAD STOP1 MOPPLATE

SILENCERS

STORAGE

3 PAIR BUTTS

1 STORAGELOCKSET1 OVERHEAD STOP

1 WALL STOP

SILENCERS

DOUBLE STORAGE, KEYED

#6

1-12/PAIR BUTTS1 OFFICELOCKSET

1 WALL STOPSILENCERS

OFFICE, KEYED

#8

#7

PASSAGE

DOUBLE PASSAGE

#9

SINGLE STOREFRONT

1-1/2PAIR BUTTS1 PASSAGELOCKSET

1 WALLSTOPor OVERHEADSTOP

1 CLOSERSILENCERS

3 PAIR BUTTS1 PASSAGELOCKSET

2 WALL STOPS2 CLOSERS

SILENCERS

PROVISIONS FOR BARRIER-FREE DOORS

NOTE: y = 48" INMINIMUMIF THEDOOR

HASACLOSER.

PUSHSIDE

PUSHSIDE

54" MINIMUM

PUSHSIDEx

y=48MIN.

y

24"MIN.x

y=42"MIN.

PULL

SIDE

60"MINIMUM

18" MINIMUM,

24" PREFERRED

PULLSIDE

NOTE: x = 36IN MINIMUM IFy= 60IN

x = 42IN MINIMUM IFy= 54IN.

PULLSIDE

48"MINIMUM

24" MINIMUM

x

NOTE: y = 54IN MINIMUM IFTHEDOOR

HASACLOSER.

yx

PULL

SID

E

PULL

SIDE

PUSHS

IDE

PUSHS

ID

E

PUSHS

IDE

FRONT APPROACHESA

B

C

HINGE SIDE APPROACHES

LATCH SIDE APPROACHES

NOTE: y = 48" MINIMUM IFTHEDOORHAS

BOTHALATCHANDACLOSER.

NOTE: x = 12" IFTHEDOOR HAS BOTHA

LATCH AND A CLOSER.

NOTES

DINING

STORAGE

D103 3 ' -0 "x 6 ' -8 " X1-3 4" FSC

WOOD STAIN 1HOLLOWMETAL

PAINT 1 1 #3

2'-8"x 6'-8" X1-3/4"

2'-8"x 6'-8" X1-3 4" FHOLLOWMETAL

PAINT 1 1 - #3 MARBLE

2 - - ACRYLIC

-

2 PANIC OR FIREEXIT

HARDWARESETS

BALANCE OF HARDWARE BY

MANUFACTURER

1 PANIC OR FIREEXITHARDWARESET

BALANCE OF HARDWARE BY

MANUFACTURER

2

-

MFR

EXISTING3'-0"X 7'-0" RE-KEY AT OWNERSREQUEST

RESTROOM DOOR, 34" DOORUNDERCUT

RESTROOM DOOR, 34" DOORUNDERCUTWOMEN SCWOOD STAIN 1

KITCHEN

D107B107KITCHEN

D106106 -3'-0"x 6'-8" X1-3 4" FHOLLOWMETAL

PAINT 1 1 - #4 - -SC

WOOD STAIN 1

-

-

EXISTING3'-0"X 7'-0" RE-KEY AT OWNERSREQUEST

SCWOOD STAIN 1

REINFORCED

2'-0"

6"

1'-0"

REINFORCED

REINFORCED

E E LI AS ON

PER SCHEDULE

PERSCHEDULE

6'-10"

2

ELIASON FRAME

ELIASON DOOR

34" DOORUNDERCUT

1

INTERIOR JAMB DETAIL

2ELIASON DOOR JAMB DETAIL

SCALE: NOT TO SCALE

DOUBLE JAMB

5/8" GYP. BRD.

53 4"

(HEAD SIMILAR)

(3) PER JAMBDRYWALL JAMB ANCHOR, MIN.

HOLLOW METAL FRAME

CAULK, CONT.

5/8" GYP. BRD.

CAULK, CONT.

ON 3-5/8" STUDS

(SEEPLANSFOR

8"PARTITION

CONDITION)

REINFORCED AT HARDWARE

LOCATION

DW

SCH

A8

THEO-








Shopdetailsmustbesubmittedtothearchitect'sofficeandreviewedbyt

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issued:

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number:project

title:

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lman:

sheetnumber:

drawn:

date:

sheet setup:

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13/13

TABLE 803.5 INTERIORWALL AND CEILING FINISHREQUIREMENTSBY OCCUPANCY

A-1 & A-2

f

A-3, A-4, A-5

For SI: 1 inch=25.4 mm, 1 squarefoot =0.0929m.

a. Class C interiorfinish materials shall bepermitted forwainscotting orpaneling ofnot more than1,000square feetofapplied surfaceareain thegradelobby where applied directlyto a noncombustiblebase orover furring stripsapplied to a noncombustiblebase and fireblockedas requiredbySection

803.4.1.

b. Inexit enclosuresof buildings lessthan three stories inheight ofothert han Group I-3,ClassB interior finishfornonsprinkleredbuildingsand Class

C interiorfinish for sprinklered buildings shallbepermitted.

c. Requirementsfor roomsand enclosed spacesshall be based uponspaces enclosedby partitions. Where a fire-resistanceratingis requiredforstructuralelements, theenclosing partitions shall extendfrom the floor tothe ceiling. Partitionsthat donotcomplywi ththis shallbe considered

enclosing spacesand therooms or spaceson bothsidesshall be consideredone. Indeterminingtheapplicable requirementsforroomsand enclosedspaces, the specificoccupancy thereofshall be the governing factorregardless ofthegroup classificationof thebuildingor structure.

d. Lobby areas inGroup A-1, A-2 and A-3 occupancies shall not beless thanClassB materials.

e. Class C interiorfinish materials shall bepermitted in placesof assemblywith anoccupant loadof300persons orless.

f. For placesof religious worship,wood usedfor ornamental purposes, trusses,paneling orchancelfurnishing shallbe permitted.

g. Class B materialis requiredwherethe building exceedstwostories.

h. Class C interiorfinish materials shall bepermitted in administrativespaces.

i. Class C interiorfinish materials shall bepermittedin rooms witha capacityoffourpersonsorless.

j. Class B materials shall bepermittedas wainscoting extending not morethan 48inches above the finishedfloorin corridors.

k. Finishmaterialsas providedforin other sectionsofthiscode.

l. Applies whenthe exit enclosures, exitpassageways, corridors orrooms andenclosed spacesare protectedby asprinklersysteminstalled in

accordancewith Section 903.3.1.1 or 903.3.1.2.

GROUP

SPRINKLERED

Exitenclosures andexitpassageways a,b Corridors

cRooms andEnclosedSpaces

Norestrictions

B, D, E, M,R-1, R-4

F

H

I -1

I -2

I -3

R -2

R -3

S

U

B

B

B

C

B

B

B

A

C

C

C

C

C

C

Aj

B

C

B

C

C

B

B C

C

C

C

Cg

Ch, i

B

C

C

C

C

A

A

A

A

A

A

A

B

B

C

B

Ad

Ad

B

C

A

B

A

A

B

B

C

Be

C

C

C

B

B

B

B

C

C

C

k

cCorridorsExitenclosures andexitpassageways a,b

l

Norestrictions

NONSPRINKLERED

Rooms andEnclosedSpaces

( TO 5'-0" A.F.F.)

WALL SURFACE FINISH LEGEND( PLAN VIEW )

STAINLESS STEEL CERAMIC TILE FRP

ROOM NAME ROOM No. FLOOR BASE CLG TYPE CLG HGT LAMINATES NOTES

DINING 100 CT-1 ACT - 2 11'-0" - -

SERVING 101 CT - 1 ACT - 2 -

CORRIDOR 102 CT - 1 ACT - 2 9' - 0" - -

MEN 103 CT - 1 PGB 9' - 0" - -

WOMEN 104 CT - 1 CTB - 1 PGB 9' - 0"

PLAM-1 / SS-1

-

COOLER 105 CT - 1 CTB - 1 MFR - -

STORAGE 106 CT - 1 CTB - 1 ACT - 1 - -

KITCHEN 107 CT - 1 CTB - 1 ACT - 1 - -

R O O M F I N I S H S C H E D U L EC E I L I N G S , F L O O R S & L A M I N A T E S

ROOM FINISH LEGEND NOTE : NOT ALL FINISHESLISTED ARE USED THIS PROJECT

D ES IG NA TI ON D ES CR IP TI ON

CT-1 QUARRYor CERAMIC TILE

CPT-1

R-1

CTB-1

VB-1

ACT-1

PGB

OTD

P-1

P-2

P-3

P-4

PGB-1

MANUFACTURER'SSPECIFICATION

CARPET

RUBBERSHEETFLOORING

QUARRY ORCERAMICTILECOVEDBASE

OPENTO DECK

PAINTED GYPSUMBOARD

24" x 24" VINYL-COATEDACOUSTICALCEILINGTILE

EPOXY PAINT - CEILING

EPOXY PAINT- WALL

PAINT -WALL

DOOR& WINDOW FRAMES

GYP BOARD,PAINTED

CERAMIC TILEWAINSCOT

MOISTURE-RESISTANTGYP BOARD

FLOORFINISHES

BASES

CEILING

WALLFINISHES

PAINT

MISC

PL-1 P LA ST IC L AM IN AT E S ER VE LI NE M IL LW OR K

SEE INTERIORPARTITIONSECTIONS & INTERIORELEVATIONSFORSIZES& PATTERNS

PAINTED CMU - --

VB-2

VINYLCOVED BASE@ CARPET

VINYLCOVEDBASE @VCT

CONC-1SEALEDCONCRETE

EPOXY FINISH

ACT-2

24" x 24" ACOUSTICALCEILING TILE

WINDOWBLINDSWDW-1 - - - TBD

TBD

MRGB

CTW

PCMU

S-1 DOORSTAIN

MANUFACTURER: USGMATERIAL: MINERALFIBER

FINISH: ECLIPSECLIMA-PLUSSIZE:24" x24"

SUSPENSIONSYSTEM: DONNDX/DXLCOLOR: WHITE

MANUFACTURER: USGSHEETROCK BRAND CLIMAPLUS LAY-INPANELS

FINISH: VINYLFACE ANDBACKSIZE:24" x24"

SUSPENSIONSYSTEM: DONNBRANDZXLACOLOR: WHITE

VCT-1 VINYLCOMPOSITIONTILE

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD - SELECTION BYOWNER

TBD

TBD

TBD

TBD

TBD - SELECTION BYOWNER

SS-1 SOLID SURFACE SERVELINE COUNTERTOPS TBD

P-1 PAVER TILE TBD

FIBERGLASS-REINFORCEDPANELS

TBDFRP

STAINLESS STEEL AT HOODSS

CTB - 1

CTB - 1

CTB - 1

CTB - 1

11'-0"

MFR

11'-0"

11'-0"

-

(SEE PLUMBING FIXTURE

EXPOSEDHOT WATER&DRAINPIPES TOBE INSULATED

HANDICAPPED INSTALLATION:

DISPOSALDISPENSER

FINISHFLOOR

SCHEDULE)

GRAB BAR

DISPENSER

TOILET PAPERDISPENSERSOAP

TOILET SEAT

DISPENSERCOVER SANITARY

NAPKIN

SOAP DISH

MIRROR

HOOK

TOWEL

LAVATORY

WATER COOLERPAPERTOWEL

WOMEN

104

MEN

103

STORAGE

106

COOLER

105

DINING

100

KITCHEN

107

SERVING101

CORR1023

FINISH SCH& AREA TAK

A9

THEO

Writtendimensionsonthesedrawingsshallhaveprecedenceoverscaleddimensions.Contr

actorshallverifyandberesponsibleforalldimensionsandconditionsonthejob.


thedimensionsandconditionsshownonthesedrawings.Fieldverifyallconditionspriortolayingoutorfabricatingas

sociatedwork.








Thesedocumentsarenottobereproduced,changed,

orcopiedinanyform



thethirdpartyshallholdOB+Arch

itectureInc.


forsuchuseinanamountequaltotheoriginalfeefortheoriginaldocuments,pluslegalfe

es,courtcosts,collectionfeesandothercosts.

issued:

revised:

address:

number:project

title:

reviewed:

lman:

sheetnumber:

drawn:

date:

sheet setup:

2950 CU

PERMIT

THEOKITCH

ORLANDO,



SHEET INFORM

PROJECT INFORM

REVISION / SUBM


CRYSTAL

PLAZA


FLOOR FINISH & AREA PLANSCALE: 1/4" = 1'-0"1

theo curry ford road - arch and demo - 10 feb 2010

Documents