veranda club - planhubapp.s3-us-west-2.amazonaws.com

GENERAL NOTES

NORTH

NOT TO SCALE01 LOCATION MAP

VERANDA CLUBRENOVATION

100% REVIEW SET

CODE REVIEW

ABBREVIATIONS

CL

DRAWING ID

SHEET ID

SHEET ID

DRAWING ID

SHEET ID

DRAWING ID

SHEET ID

DRAWING ID

SHEET ID

DRAWING ID

0

0

0-0

NORTH

456 SF123

NAMEROOM

T/ SLAB+0'-0"

0

0000

0 X0-0

0

0

0

X-0000

X-0000

X-0000

X-0000

SYMBOLS LEGENDWINDOW

TYPE

DOORTYPE

CENTERLINE

COLUMNLINE

ELEVATION /HEIGHT

WALL /PARTITION

AREAIDENTIFICATION

NORTHARROW

REVISIONCLOUD

EXTERIORELEVATION

SECTIONCUT

SECTIONDETAIL

CUT

ENLARGEDDETAIL

INTERIORELEVATION

NOTES

PROJECTLOCATION

Project Address:6061 PALMETTO CIRCLE N.BOCA RATON, FL 33433

P 1 32

ARCHITECT

ARCHITECTURAL

OWNER M/E/P/FPELEVEN18 Architecture424 East Central Boulevard, #542Orlando, FL 32801

Contact Person:Kim McCannKMccann@eleven18architecture.comwww.eleven18architecture.comOFFICE: (407) 745-5300

Discovery Senior Living3461 Bonita Bay BLVDBonita Springs FLContact Person:Tammy [email protected]: (239) 908-2921

TABLE OF CONTENTS

P 1 32

1 32STRUCTURAL P 1 32

P 1 32M/E/P/FP P 1 32

A000 Cover Sheet & Code ReviewA001 General Conditions

A101 1st Floor Demo PlansA102 2nd FLoor Demo Plans

A105 Pool House Demo Plans

A203 Overall Wing A Plans

A501 Enlarged 1st Floor Plan

A505 Enlarged 2nd Floor Plan

A003 1st Floor Life Safety

A103 Wing A Demo Plans

A204 Overall Wing D PlansA205 Pool House Plans

A502 Enlarged 1st Floor RCPA503

A104 Wing D Demo Plans

A201 Overall First Floor Plans

A301 Pool House Elevations

A504

A506 Enlarged 2nd Floor RCP

2

1. THE ATTACHED DRAWING PACKAGE HAS BEEN TRANSMITTED AS A SINGLE DOCUMENT CONSISTING OF MULTIPLE, INTERRELATED COMPONENTS AND, IN SOME CASE, DISCIPLINES. ANYSEPARATION AND/OR BREAKING APART OF ANY INDIVIDUAL COMPONENTS AND/OR DISCIPLINES OF THIS SINGLE DOCUMENT BY THE OWNER, GENERAL CONTRACTOR, AND/ORSUBCONTRACTOR FOR THE PURPOSES SUCH AS, BUT NOT LIMITED TO BIDDING, ESTIMATING, PERMITTING, ETC. IN NO WAY RELIEVES THE RECIPIENT OF THE ORIGINAL SINGLEDOCUMENT FROM BEING RESPONSIBLE FOR ALL INFORMATION CONTAINED WITHIN THE ORIGINAL SINGLE DOCUMENT IN SUCH ACTIVITIES. RECEIPT OF THESE DOCUMENTSCONSTITUTES ACCEPTANCE OF THESE TERMS AND CONDITION BY THE RECIPIENT.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ISSUING COMPLETE SETS OF THE CONTRACT DOCUMENTS AND DESCRIPTION OF THE SCOPE OF WORK TO EACH OF THE SUBCONTRACTORS,PERSONS, OR ENTITIES FOR BIDDING, COORDINATION AND EXECUTION OF THEIR WORK.

3. ALL REFERENCES TO THE TERM 'CONTRACTOR' INCLUDE THE GENERAL CONTRACTOR AND SUBCONTRACTORS

4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. PROVIDE COPIES OFALL TRANSACTIONS TO OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THIS WORK.

5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR, AND HAVE CONTROL OVER ALL CONSTRUCTION MEANS, TECHNIQUES, PROCEDURES AND COORDINATION OF ALL PORTIONS OF THEWORK REQUIRED BY THE CONTRACT DOCUMENTS.

6. CONTRACTOR SHALL FULLY FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE CONTRACT, LOCAL CONDITIONS RELATING TO LOCATION, ACCESSIBILITY, AND GENERAL CHARACTEROF THE CONSTRUCTION SITE AND LOCAL LABOR CONDITIONS SO THAT HE/SHE UNDERSTANDS THE NATURE, EXTENT, DIFFICULTIES AND RESTRICTIONS RELATED TO THE EXECUTION OFTHIS WORK.

7. G.C. IS RESPONSIBLE FOR CONNECTING UTILITY LINES TO THE BUILDING (REF. M/E/P/FP DRAWINGS).

8. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANYPUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.

9. NEITHER THE ARCHITECT OR ANY OF THEIR CONSULTANTS HAVE EVALUATED THE SITE FOR EXISTING SOIL CONTAMINATION, HAZARDOUS MATERIAL OR TOXIC WASTE. THEREFORE THEARCHITECT OR THEIR CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR EXISTING CONTAMINATED, HAZARDOUS OR TOXIC CONDITIONS DISCOVERED AT THE SITE.

10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND SERVICES, WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGETHROUGHOUT THE COURSE OF THIS WORK. CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES, SERVICES, OR OTHER PROPERTY DAMAGED BYOPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THIS WORK.

11. THESE DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED TO THE ARCHITECT BY OTHERS. THEREFORE THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FORERRORS, OMISSIONS, CONFLICTS, DEFICIENCIES OR INACCURACIES ARISING FROM DISCOVERY OF CONCEALED, UNKNOWN OR DIFFERING CONDITIONS AS A RESULT OF THISCIRCUMSTANCE. CONTRACTOR SHOULD FULLY ACQUAINT HIMSELF WITH THE SITE AND FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PERFORMING ANY WORK.

12. CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS HE MAY DISCOVER PRIOR TO PURCHASING, INSTALLATION AND/OR CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS AT NO ADDITIONAL COST TO THE ARCHITECT OR OWNER ONCE WORK HAS COMMENCED. THE MEANS OFCORRECTING THESE ISSUES SHALL BE APPROVED BY THE OWNER.

13. EXISTING CONDITIONS NOT A PART OF THIS PERMIT ARE INDICATED IN THE DRAWINGS AS A SCREENED OR HALF-TONED IMAGE.

14. DO NOT SCALE DRAWINGS. IF A DIMENSION IS UNCLEAR OR NOT MARKED ON DRAWINGS, CONTACT THE ARCHITECT.

15. ALL DIMENSIONS FOR THE CONSTRUCTION INDICATED ARE TO THE CENTERLINE OR THE FACE OF THE STUDS (ROUGH), DEPENDENT ON THE LOCATION OF THE DIMENSION LINE.DIMENSIONS WHICH ARE TO FINISHED SURFACE ARE NOTED AS SUCH, EXCEPT AT EXISTING SURFACES. ALL ANGLES OF PLAN ARE MULTIPLES OF 45° UNLESS NOTED OTHERWISE.

16. G.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING SITE LIGHTING, SIGNAGE LIGHTING, AND EXTERIOR BUILDING LIGHTING. (SEE SITE, CIVIL, AND ELECTRICAL DRAWINGS)

17. IF REQUIRED, CONTRACTOR SHALL CONTRACT WITH A SPECIALTY ENGINEER LICENSED IN THE STATE OF FLORIDA FOR DESIGNING AN AUTOMATIC SPRINKLER SYSTEM COMPLYING WITHALL APPLICABLE CODES. G.C. SHALL SUBMIT SPRINKLER DESIGN AND LAYOUT TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO PURCHASE, INSTALLATION AND/OR CONSTRUCTION.

18. ALL EXTERIOR ELEMENTS, ASSEMBLIES, GLAZING, GLAZING SYSTEMS AND COMPONENTS INCLUDING CLADDING AND CONNECTIONS USED ON THIS WORK, SHALL MEET THE DESIGNWIND PRESSURES SPECIFIED IN COMPLIANCE WITH FBC 1609.1.2. CONTRACTOR SHALL PROVIDE WINDOW AND DOOR MANUFACTURERS TEST REPORTS AND INSTALLATION DETAILS ASPART OF PERMIT SUBMITTAL DOCUMENTATION. SUBMIT SHOP DWGS. OF ALL DOORS AND HARDWARE TO ARCHITECT FOR REVIEW.

19. G.C. SHALL KEEP A COPY OF THE SOILS REPORT ON SITE. ALL CONSTRUCTION WORK SHALL COMPLY WITH ITS RECOMMENDATIONS / REQUIREMENTS.

20. THE LANDLORD WORK LETTERS DATED X-X-X, (INCLUDED HEREIN, REF. SHEETS ______) ARE CONSIDERED PART OF THIS WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOFAMILIARIZE HIM/HERSELF WITH THE REQUIREMENTS OUTLINED THEREIN. PRIOR TO BEGINNING WORK, NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN THESE DOCUMENTS.

AFF ABOVE FINISH FLOORACT ACOUSTICAL CEILING TILE

ALUM ALUMINUMAPPRX APPROXIMATEARCH ARCHITECTURALBRG BEARINGB/ BOTTOM OFBLDG BUILDING

CMU CONCRETE MASONRY UNIT(S)

CT CERAMIC TILECO CLEAN-OUT

CL CENTER LINE

COL COLUMNCONC CONCRETE

CJ CONTROL JOINTCONT CONTINUOUS

DIA DIAMETER

DIM DIMENSIONDN DOWNDS DOWNSPOUTDWG DRAWINGDF DRINKING FOUNTAINEA EACHEWC ELECTRICAL WATER COOLER

ELEV ELEVATIONEQ EQUALEQUIP EQUIPMENT

EJ EXPANSION JOINTEXT EXTERIORFIN FINISHFE FIRE EXTINGUISHER

FD FLOOR DRAINFT FEETFTG FOOTING

GALV GALVANIZEDGA GAUGE

GWB GYPSUM WALL BOARDHM HOLLOW METALHORZ HORIZONTALINSUL INSULATIONINT INTERIOR

LAM LAMINATEDLAV LAVATORYMNFCT'R MANUFACTURERMAX MAXIMUMMECH MECHANICALMTL METALMIN MINIMUMMISC MISCELLANEOUSMTG MOUNTINGNOM NOMINAL

NTS NOT TO SCALEOC ON CENTEROPP OPPOSITE

P PAINTP-LAM PLASTIC LAMINATEPLYWD PLYWOOD

PT PRESSURE TREATEDR RADIUSREINF REINFORCED (REINFORCING)REQ'D REQUIREDRTU ROOF TOP UNIT

TEMP TEMPORARY

T&G TONGUE AND GROOVE

SIM SIMILAR

SQ SQUARESS STAINLESS STEELSTD STANDARD

STL STEELSTRUCT STRUCTURAL

W/ WITHW/O WITHOUT

NIC NOT IN CONTRACT

T/ TOP OF

TYP TYPICALUNO UNLESS NOTED OTHERWISEVERT VERTICALVCT VINYL COMPOSITION TILE

WC WATER CLOSET

WP WATERPROOFWR WATER RESISTANT

WWM WELDED WIRE MESH

TS TUBE STEEL

N/A NOT APPLICABLE

VIF VERIFY IN FIELD

ELEC ELECTRICAL

WH WATER HEATER

WWF WELDED WIRE FABRIC

O-T-O OUTSIDE-TO-OUTSIDE (OUTSIDE DIMENSION)

I-T-I INSIDE-TO-INSIDE (INSIDE DIMENSION)

ETR EXISTING TO REMAIN

ATWA ALL THE WAY AROUNDTWOS THROUGH WALL OVERFLOW SCUPPER

FRT FIRE RETARDANT TREATED

PAF POWER ACTUATED FASTENERCLNG CEILING

RO ROUGH OPENINGCLR CLEAR

GC GENERAL CONTRACTOR

SPEC SPECIFICATION

PROJECT NARRATIVE

THIS WORK IS FOR A RENOVATION OF AN EXISTING RESIDENTIAL SPACE OF APPROXIMATELY 86,155 GSF. THE PROPOSED USE IS ARESIDENTIAL OCCUPANCY, WHICH IS CONSISTENT WITH THE ZONING OF THE PROPERTY. THE SCOPE OF WORK IS FOR THE BUILDINGINTERIOR AND SHELL WORK.

THE PROPOSED SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, CONCRETE SLAB-ON-GRADE, INTERIOR METAL FRAMED NON-BEARINGPARTITIONS, NEW RESTROOMS, NEW FINISHES INCLUDING LAY-IN ACOUSTIC CEILINGS AND MILLWORK, NEW KITCHEN EQUIPMENT, NEWELECTRICAL FIXTURES AND DISTRIBUTION FROM THE EXISTING ELECTRICAL PANEL, AND NEW AND/OR MODIFIED MECHANICAL ANDPLUMBING SYSTEMS ASSOCIATED WITH THE RECONFIGURED LAYOUT.

REFERENCED CODES

FLORIDA BUILDING CODE (FBC) - 6th EDITION (2017) FLORIDA ENERGY CONSERVATION CODE - 6th EDITION (2017)FLORIDA PLUMBING CODE - 6th EDITION (2017) FLORIDA FIRE PREVENTION CODE - 6th EDITION (2017)FLORIDA FUEL GAS CODE - 6th EDITION (2017) NATIONAL FIRE PROTECTION ASSOCIATION - NFPA 1 FIRE CODE - 2015FLORIDA MECHANICAL CODE - 6th EDITION (2017) NATIONAL FIRE PROTECTION ASSOCIATION - NFPA 101 LIFE SAFETY CODE - 2015FLORIDA ACCESSIBILITY CODE - 6th EDITION (2017) NATIONAL ELECTRIC CODE - 2014

CODE ANALYSIS

PARCEL ID: 00-42-47-22-01-032-0000

ZONING CLASSIFICATIONAR - AGRICULTURAL RESIDENTIAL ( 00-UNINCORPORATED )

OCCUPANCY CLASSIFICATIONR RESIDENTIAL

CONSTRUCTION TYPETYPE II-B UNSPRINKLED

ALL WALL, FLOOR AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.2.

REQUIRED FIRE-RESISTANCE FOR BUILDING ELEMENTS (FBC TABLE 601)STRUCTURAL FRAME - 0 HOURS NONBEARING WALLS (INTERIOR) - 0 HOURSBEARING WALLS (INTERIOR) - 0 HOURS NONBEARING WALLS (EXTERIOR) - 0 HOURSBEARING WALLS (EXTERIOR) - 0 HOURS FLOOR CONSTRUCTION - 0 HOURS

ROOF CONSTRUCTION - 0 HOURS

ARCHITECT'S STATEMENT OF FACTBY SIGNING AND SEALING THIS DRAWING, THE ARCHITECT ACKNOWLEDGES THAT TO THE BEST OF HIS/HER KNOWLEDGE, THESE DRAWINGSAND THE PROPOSED WORK COMPLY WITH THE MINIMUM APPLICABLE BUILDING CODES AND FIRE SAFETY REGULATIONS AS DETERMINEDBY THE LOCAL AUTHORITY HAVING JURISDICTION.

COVERA000

COPYRIGHT STATEMENT

These documents, their contents, and theideas, designs, and concepts presentedhere-in are the property of ELEVEN18Architecture and are issued only for thespecific project noted on thesedocuments. Holders of these documentsthat have established a mutually agreedcontractual relationship with ELEVEN18Architecture have been granted a limitedlicense to reproduce these documents inrelationship to the specific projectreferenced. All others are subject to USCopyright Law as defined by Title 17 of theUnited States Code and other regionallaws as may apply. Any revisions,reproductions, modifications, or re-use ofthese documents without the expresswritten consent of ELEVEN18 Architectureis prohibited by Law.

REVISIONS# DATE DESC.

PROJECT NAME:

VERANDACLUB6061 PALMETTO CIRCLE N.BOCA RATON, FL 33433

--

PROJECT CLIENT:DISCOVERY SENIOR LIVING

NC License: 13155

Mailing Address:424 E. Central Blvd. #542

Orlando, FL 32801www.eleven18architecture.com

Physical Address:1011 E. Colonial Dr. #307

Orlando, FL 32803407-745-5300

© Copyright 2020 ELEVEN18 ARCHITECTURE, PLAll Rights Reserved Worldwide

A WOMEN'S BUSINESS ENTERPRISE

ELEVEN18 PROJECT LEAD:MATT [email protected]

PROJECT TEAM:Olivia Monroe

OCT 23 2021

Brooke Leigh Chea, AIAFL. REG.#AR0099995

Kimberly Day McCann, AIAFL. REG.#AR0091738

Mark Adams, AIAFL. REG.#AR0094473

Matthew A Conte, AIAFL. REG.#AR0096819

100% REVIEWNOT FOR

CONSTRUCTION

Construction Engineering Group2651 W. Eau Gallie Boulevard, Suite AMelbourne, FL 32935

Contact Person:David [email protected]: (321) 253-1221DIRECT: (321) 610-1755

A002 Overall Plan

A004 2nd Floor Life SafetyA005 Wing A Life SafetyA006 Wing D Life SafetyA007 Pool House Life Safety

A202 Overall 2nd Floor Plans

Enlarged 1st Floor Plan

Enlarged 2nd Floor Plan

Enlarged 1st Floor RCP

Enlarged 2nd Floor RCPA507A508

Enlarged A Floor PlansA509Enlarged A RCPsA510Enlarged D Floor Plan & RCPA511

Millwork Plans & ElevationsA551A552A553A554

Enlarged Restroom Plans & Elev.A556DetailsA601

Door Schedule & Wall TypesA701

Typ. Elevator LobbyA555

Glazing ScheduleA702

Millwork Plans & ElevationsMillwork Plans & ElevationsCafe Plan & Elevations

Furniture ScheduleA703Finish Legend & ScheduleA704

P001 Plumbing Specs, Sched, & DetailsP101 Plumbing Demolition PlansP201 Plumbing PlansP301 Enlarged Plumbing Plan & Iso.P401 Clubhouse Plumbing Plan & Iso.M001 Plumbing Specs, Sched, & DetailsM101 Plumbing Demolition PlansM102 Plumbing PlansM103 Enlarged Plumbing Plan & Iso.M201 Clubhouse Plumbing Plan & Iso.M202 Plumbing Specs, Sched, & DetailsM203 Plumbing Demolition Plans

E001 Electrical Notes, Symb, & Sched. E002 Electrical DetailsE201 Electrical Demo PlansE202E301E302

E401E501E502

E303

Electrical Wings Demolition PlansLighting PlansWing A Lighting PlansWing D Lighting PlansPower & Systems PlanPanel SchedulesPanel Schedules & Riser Diagram

A206 Pool Plan

Enlarged D Floor Plan & RCPA512

Millwork DetailsA602A603 Millwork Details

A002a Phasing Plan

ARCHITECT'S GENERAL CONDITIONS

I GENERAL CONDITIONS

1. THESE INSTRUCTIONS ARE TO BE FOLLOWED BY ALL CONTRACTORS AND SUBCONTRACTORS WHENPERFORMING THIS WORK. FAILURE TO DO SO MAY RESULT IN THE SUSPENSION OF ALL ACTIVITIESUNTIL DISPUTES ARE RESOLVED. ANY EXPENSES AND/OR DAMAGES INCURRED AS A RESULT OFDELAYS IN THE COMPLETION OF THE WORK DUE TO CONTRACTORS DISREGARD OF THESEINSTRUCTIONS SHALL BE BORNE BY THE CONTRACTOR.

2. CONTRACTOR SHALL PROVIDE AND MAINTAIN FULL INSURANCE AS REQUIRED BY THE GENERALCONDITIONS OF THE OWNER. INSURANCE (EXCEPT WORKERS COMPENSATION) SHALL INCLUDEARCHITECT AS ADDITIONAL INSURED. EVIDENCE OF INSURANCE SHALL BE PROVIDED TO THE OWNERAND ARCHITECT PRIOR TO COMMENCING WORK.

3. ARCHITECT IS NOT RESPONSIBLE FOR ERRORS, OMISSIONS OR DELAYS BY THE CONTRACTOR.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR, PROVIDE, AND PAY FOR ALL MATERIALS, LABOR,EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, WAREHOUSING, TRANSPORTATION ANDDELIVERY COSTS, HOISTING, REMOVAL AND DISPOSAL OF TRASH AND DEBRIS, AND OTHER FACILITIESAND SERVICES NECESSARY FOR THE EXECUTION AND COMPLETION OF THIS WORK AND THAT OFHIS/HER SUBCONTRACTORS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS AND OMISSIONS OF THE CONTRACTORSEMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONSPERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.

6. OWNER MAY PERFORM ADDITIONAL WORK IN THIS AREA THAT MAY OR MAY NOT BE A PART OF THISCONTRACT WITH HIS OWN FORCES, UNDER SEPARATE CONTRACTS AND/OR WITH OTHERCONTRACTORS WHICH MAY BE WORKING ON THE PREMISES SIMULTANEOUS WITH THE DURATIONOF THIS WORK. NO ACTION SHALL BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANYSUBCONTRACTOR TO IMPEDE THE ACCESS OR OPERATION OF ANY OTHER CONTRACTOR ON THEPREMISES, REGARDLESS OF CONTRACTING PARTY OR UNION AFFILIATION. ANY CHANGES OR DELAYSARISING FROM CONFLICTS DUE TO THIS CIRCUMSTANCE SHALL BE THE RESPONSIBILITY OF THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPATIBILITY, APPROVAL AND APPROPRIATE USEOF ALL ASSEMBLIES AND COMPONENTS REQUIRED THAT ARE NOT SPECIFICALLY IDENTIFIED ORSPECIFIED AS PART OF THIS WORK BUT MAY BE REQUIRED BY JURISDICTIONAL AGENCIES HAVINGAUTHORITY OR THAT MAY BE REQUIRED TO COMPLETE THIS WORK.

8. CONTRACTOR IS RESPONSIBLE FOR WORKSITE SAFETY AND SHALL TAKE NECESSARY PRECAUTIONSTO ENSURE THE SAFETY AND PROTECTION OF THE WORKERS AND BUILDING OCCUPANTS AT ALLTIMES. REQUIREMENTS INCLUDE, BUT SHALL NOT BE LIMITED TO O.S.H.A. PART 1926, LATESTEDITION IN FORCE.

9. THE SPRINKLER SUBCONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE SYSTEM,AND SUBMISSION OF ANY DRAWINGS, EQUIPMENT INFORMATION AND FLOW CALCULATIONS ORTEST DATA REQUIRED BY GOVERNING AUTHORITIES.

10. CONTRACTOR IS RESPONSIBLE FOR CONTRACTING WITH AN ENGINEER LICENSED IN THE STATEWHERE THE WORK IS BEING PERFORMED TO PROVIDE LIGHT GAUGE STEEL STUD FRAMING DESIGN(SPACINGS, GAUGES, SIZES, CONNECTIONS, ETC.)

11. CONTRACTORS CONTRACT AMOUNT SHALL INCLUDE A CONTINGENCY SUM OF 4% TO BE USED TOCOVER COSTS ARISING FROM CONCEALED CONDITIONS WHICH COULD NOT HAVE BEEN REASONABLYFORESEEN OR ANTICIPATED, AND CHANGES IN SCOPE ARISING FROM ASSUMPTIONS ANDCLARIFICATIONS PROVIDED BY THE CONTRACTOR TO THE OWNER AND ARCHITECT.

12. THE AUTHORITY HAVING JURISDICTION MAY REQUIRE A SURVEY BE PERFORMED AND SUBMITTED TODEMONSTRATE THE STRENGTH OF RADIO SIGNALS FOR EMERGENCY SERVICES PERSONNEL. THIS ISNOT INCLUDED IN THE SCOPE OF WORK. BASED ON THE RESULTS OF THE SURVEY, THE AUTHORITYHAVING JURISDICTION MAY REQUIRE THAT A TWO-WAY RADIO COMMUNICATION ENHANCEMENTSYSTEM BE PROVIDED. THE DESIGN OF THIS SYSTEM IS NOT INCLUDED IN THE SCOPE OF WORK.

II CHANGE ORDERS

1. CONTRACTORS DETERMINATION AND COMPLIANCE WITH GOVERNING REGULATIONS AND ORDERSAS ISSUED BY GOVERNING AUTHORITIES DOES NOT CONSTITUTE SUBSTITUTIONS AND DOES NOTCONSTITUTE A BASIS FOR CHANGE ORDERS.

2. ALL CHANGES, REVISIONS AND MODIFICATIONS TO THE WORK SHALL BE DOCUMENTED AND ISSUEDBY THE ARCHITECT.

3. NO CONTRACTOR OR SUBCONTRACTOR SHALL PERFORM ADDITIONAL WORK UNLESS DIRECTED BYOWNER, OR ARCHITECT. ADDITIONAL CHARGES WILL NOT BE APPROVED FOR WORK WITHOUTPROPER AUTHORIZATION.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED FOR NONCOMPLIANCE WITHTHESE CONTRACT DOCUMENTS. CONTRACTOR WILL NOT BE ALLOWED CHANGE ORDERS FORPROBLEMS ARISING FROM NEGLECT OF PROVISIONS INCLUDED IN THESE CONDITIONS.

III EXISTING CONDITIONS

1. ANY AREA OUTSIDE THE LIMITS OF CONSTRUCTION DISTURBED BY OPERATIONS OF THECONTRACTOR SHALL BE RESTORED AT THE CONTRACTORS EXPENSE.

2. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER AND ARCHITECT ACCEPTS NORESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR STRUCTURES AT THE TIME OFBIDDING OR THEREAFTER.

3. CONTRACTOR SHALL TAKE EXCEPTIONAL CARE TO PROTECT AND MAINTAIN EXISTING BUILDING ANDPROPERTY AND SHALL CLEAN OR REPAIR ANY DAMAGE TO SAME CAUSED BY HIS/HERSUBCONTRACTORS, SUPPLIERS AND CRAFTSMAN AT NO COST TO THE OWNER.

4. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PURCHASINGMATERIALS, INSTALLATON OR PERFORMING ANY WORK. INCLUDE COST FOR ALL WORK DESCRIBEDIN CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING CONDITIONS. BIDDERS SHALLBE RESPONSIBLE FOR LACK OF VERIFICATION. NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN THEDRAWINGS AND EXISTING CONDITIONS RELATED TO THE EXECUTION OF THIS WORK.

5. ALL DEMOLITION ACTIVITIES SHALL COMPLY WITH NFPA CODE 241 'BUILDING CONSTRUCTION',ANSI-A10 SERIES STANDARD FOR 'SAFETY REQUIREMENTS' FOR CONSTRUCTION AND DEMOLITION',NECA ELECTRICAL DESIGN LIBRARY 'TEMPORARY ELECTRICAL FACILITIES', AND 'MANUAL OFACCIDENT PREVENTION IN CONSTRUCTION' OF THE ASSOCIATED GENERAL CONTRACTORS OFAMERICA.

6. CONTRACTOR SHALL VERIFY THE INTEGRITY OF ALL EXISTING FIRE RATED OPENINGS WITHIN THESCOPE OF THIS WORK AND SHALL BE RESPONSIBLE FOR THE FIRE-SAFING AS REQUIRED BYJURISDICTIONAL AUTHORITIES TO PROVIDE A POSITIVE SMOKE-TIGHT SEAL TO MAINTAIN INTEGRITYOF WALL CONSTRUCTION AND RATING.

7. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO ENSURE THAT NEIGHBORING TENANTS ANDRESIDENTS ARE NOT DISTURBED IN ANY WAY DURING THE CONSTRUCTION PROCESS. ANY WORKCREATING LOUD NOISES, HAZARDOUS FUMES OR NOXIOUS OR OFFENSIVE ODORS MUST BECOORDINATED WITH OWNER IN ADVANCE SO ACCOMODATIONS CAN BE MADE.

8. ANY CONTACT WITH TENANTS OF SURROUNDING PROPERTIES SHALL BE CONDUCTED IN THE MOSTCOURTEOUS MANNER POSSIBLE.

9. IF CONSTRUCTION IS TAKING PLACE WITHIN AN OCCUPIED SPACE OR STRUCTURE, CONTRACTORSHALL TAKE MEASURES TO ENSURE THAT DAY-TO-DAY OPERATIONS ARE NOT DISRUPTED ORAFFECTED IN ANY WAY.

10. PATCH WALLS, FLOORS AND CEILINGS AS REQUIRED ACCOMMODATING NEW CONSTRUCTION ANDFINISHES.

11. CONTRACTOR SHALL COORDINATE W/OWNER REGARDING THE REMOVAL, DISPOSAL OR SALVAGE OFEXISTING FIXTURES, EQUIPMENT & FURNISHINGS EFFECTED BY THIS WORK.

12. ANY PORTION OF THIS WORK SHALL NOT OBSTRUCT OR CAUSE TO BE INOPERATIVE THE FIREPROTECTION SYSTEMS OF EXISTING SITE AND/OR ADJACENT PROPERTIES. COORDINATE ALL WORKINVOLVING EXISTING FIRE ALARM/VOICE EVACUATION SYSTEM(S) WITH OWNER.

IV CONTRACT DOCUMENTS

1. BUILDING DEPARTMENT APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USEDBY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THECONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALLREVISIONS, ADDENDUM'S AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BEKEPT UNDER THE CARE OF THE SUPERINTENDENT.

2. ALL CONSTRUCTION ITEMS NOT SPECIFIED OR INDICATED ON DRAWINGS SHALL BE COORDINATED W/ARCHITECT AND/OR ADDRESSED BY THE OWNER, THE CONTRACTOR OR HIS SUBCONTRACTORS.

3. CONTRACTOR SHALL BRING ANY CONFLICTS OR DISCREPANCIES FOUND IN THE DRAWINGS TO THEATTENTION OF THE ARCHITECT AND OWNER PRIOR TO PURCHASING, INSTALLATION AND/ORCONSTRUCTION.

4. MATERIALS, PRODUCTS AND ASSEMBLIES SPECIFIED IN THIS WORK BY THE ARCHITECT, ARE BASEDUPON LITERATURE, DRAWINGS OR OTHER DESCRIPTIVE MATERIALS SUPPLIED BY THEMANUFACTURER. IF ANY PRODUCT, MATERIAL OR ASSEMBLY FAILS TO MEET THE CLAIMS OF THEMANUFACTURER WHEN INSTALLED AND USED IN ACCORDANCE WITH THE MANUFACTURERSRECOMMENDATIONS, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR LESS THANSATISFACTORY RESULTS.

5. CONTRACTOR SHALL BE RESPONSIBLE TO REPORT TO AND DISCUSS WITH THE ARCHITECT PRIOR TOPURCHASING ANY MATERIALS OR INSTALLATIONS SPECIFIED OR INDICATED ON THE DRAWINGSWHICH THE CONTRACTOR BELIEVES WILL NOT PROVIDE SATISFACTORY RESULTS. CONTRACTOR WILLPROVIDE A WORKABLE SOLUTION TO THE ARCHITECT FOR REVIEW PRIOR TO INSTALLING. IFCONTRACTOR FAILS TO NOTIFY THE ARCHITECT OR IF RECOMMENDATIONS ARE ACCEPTED,CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLATION AND SATISFACTORY RESULTS.

6. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINELOCATIONS. LARGE SCALE DRAWINGS GOVERN OVER SMALLER SCALE DRAWINGS. ARCHITECT SHALLBE NOTIFIED OF ANY DISCREPANCY WHICH OCCURS PRIOR TO CONTINUING WITH THE WORK.

V SHOP DRAWINGS, SUBMITTALS & SUBSTITUTIONS

1. CONTRACTOR SHALL PROCURE MATERIALS SO AS NOT TO DELAY SUBSTANTIAL COMPLETION.NOTIFY OWNER WHEN SUBMITTING FINAL BID OF ANY MATERIAL DELIVERY WHICH COULD DELAYCOMPLETION OF CONTRACT BEYOND THE CONTRACT DATE.

2. G.C. SHALL SUBMIT SHOP DRAWINGS AND PRODUCT INFORMATION PRIOR TO PURCHASING,INSTALLATION AND/OR CONSTRUCTION.

3. ALL SUBMITTALS TO THE ARCHITECT SHALL BE SUBMITTED 16 DAYS PRIOR TO DATE REQUIRED.

4. CONTRACTORS SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTING TO ARCHITECT FORARCHITECTS REVIEW. SUBMITTALS SHALL BEAR THE STAMP OF THE CONTRACTOR INDICATINGHIS/HER REVIEW. NO SUBMITTAL SHALL BE PROCESSED BY ARCHITECT WITHOUT THIS STAMP.

5. MANUFACTURER'S OF SPECIFIED ITEMS ARE NOTED FOR QUALITY AND DESIGN. SUBSTITUTEPRODUCTS ARE SUBJECT TO APPROVAL BY ARCHITECT AND OWNER. WHERE SUBSTITUTIONS OFEQUIVALENT PRODUCTS OR ASSEMBLIES ARE PERMITTED, CONTRACTOR IS ENCOURAGED TO SUBMITALTERNATE PRODUCTS FOR CONSIDERATION IN AN EFFORT TO REDUCE THE CONSTRUCTION COSTOR TIME. REASONABLE REQUESTS WILL BE REVIEWED FOR COMPLIANCE WITH THE INTENT OF THECONSTRUCTION DOCUMENTS. IF DOCUMENTS STATE THAT SUBSTITUTIONS ARE NOT PERMITTED,CONTRACTOR SHALL PROVIDE MANUFACTURER/PRODUCT SPECIFIED.

VI FIRE-RESISTANCE-RATED CONSTRUCTION

1. REFERENCE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR DETAILS OF UTILITY WALLPENETRATIONS. ALL FIRE-RATED WALLS MUST BE CLEARLY AND PERMANENTLY LABELED ABOVEFINISH CEILING LEVEL AS REQUIRED BY CODE.

2. ALL FIRE-RATED MATERIALS, ASSEMBLIES AND PENETRATIONS MUST COMPLY WITH REQUIREMENTSOF THEIR ASSOCIATED U.L. (OR OTHER APPROVED TESTING AGENCY) DESIGN.

3. CONTRACTOR SHALL ATTACH AND STAGGER WALLBOARD ON ALL FIRE-RATED WALLS AS REQUIREDBY U.L. DESIGN DESCRIPTION.

VII EXECUTION

1. CONSTRUCTION BARRICADES ARE TO BE INSTALLED TO PREVENT ACCESS BY UNAUTHORIZEDPERSONAL TO CONSTRUCTION AREA. BARRICADES SHALL BE CONSTRUCTED IN A MANNER TOPREVENT DEMOLITION DEBRIS AND DUST FROM CONTAMINATING ADJACENT AREAS.

2. CONTRACTOR SHALL EXAMINE ALL SURFACES TO DETERMINE THAT THEY ARE SOUND, DRY, CLEANAND READY TO RECEIVE FINISHES PRIOR TO INSTALLATION. START OF INSTALLATION SHALL IMPLYACCEPTANCE OF SUBSTRATE AND SHALL NOT BE GROUNDS FOR CLAIMS AGAINST IMPROPERPERFORMANCE OF INSTALLED MATERIALS.

3. PERFORM ALL WORK IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS ANDINSTRUCTIONS AND IN A MANNER CONSISTENT WITH THE HIGHEST STANDARD OF WORKMANSHIP.

4. ALL FURNISHINGS AND EQUIPMENT SHALL BE PROVIDED AND INSTALLED BY THE OWNER UNLESSNOTED OTHERWISE. CONTRACTOR SHALL COORDINATE WITH OWNER'S CONSULTANTS ANDREPRESENTATIVES TO PROVIDE ACCESS SO WORK CAN BE ACCOMPLISHED IN A TIMELY MANNER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE WORK IS INPROGRESS, AND UNTIL THE JOB IS COMPLETE AND HAS BEEN ACCEPTED BY THE OWNER.

6. POSSESSION, USE OR BEING UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS OR ILLEGALSUBSTANCES OF ANY TYPE ON THE PREMISES IS STRICTLY PROHIBITED.

7. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL NECESSARY COVERINGS, PROTECTIVE ENCLOSURESAND DUST BARRIERS TO PROTECT ALL WORK AND FINISHES. REPAIR AND REPLACE ANY DAMAGESCAUSED BY IMPROPER PROTECTIONS AT NO ADDITIONAL COST TO THE OWNER.

8. PROVIDE TEMPORARY WATERTIGHT WEATHERPROOF CLOSURES AT ALL ROOF OPENINGS UNTILAFTER INSTALLATION OF ROOFTOP MOUNTED MECHANICAL UNITS, DRAINS, VENTS, ETC. ROOF ISTHEN TO BE SEALED IN ACCORDANCE WITH ROOF WARRANTY.

9. PROVIDE CONTROL JOINTS TO PREVENT CRACKING IN ALL MATERIALS AND ASSEMBLIES. SUBMITCONTROL JOINT LAYOUTS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO PURCHASE,INSTALLATION AND / OR CONSTRUCTION.

10. ALL LOAD BEARING WALLS AND NON LOAD BEARING CMU WALLS ARE TO BE CAULKED ATINTERSECTIONS. TYPICAL.

11. WHERE DISSIMILAR METALS CONTACT, PAINT FACE OF ONE WITH TWO COATS OF BITUMINOUS PAINTAT THE AREA OF CONTACT.

12. ALL ATTACHMENT HARDWARE SHALL BE APPROPRIATELY CAMOUFLAGED AND CONCEALED. FINISHCOLOR OF ALL ATTACHMENT HARDWARE SHALL MATCH ADJACENT SURFACES U.N.O.

13. PROVIDE PRESSURE TREATED WOOD FOR ALL FRAMING, BLOCKING, FURRING, NAILING STRIPS, BUILTINTO EXTERIOR MASONRY WALLS, WOOD IN CONTACT WITH CONCRETE AND IN CONJUNCTION WITHROOFING AND MOISTURE-PERMEABLE FLOORS. PROVIDE FIRE-RETARDANT TREATED WOOD FORCONCEALED BLOCKING AND FOR EXPOSED LUMBER AND PLYWOOD IN HABITABLE SPACE.NON-STRUCTURAL WOOD ON EXTERIOR WALLS TO BE MOISTURE-RESISTANT.

14. ALL WOOD, LUMBER AND PLYWOOD MATERIALS SHALL BE FIRE-RESISTANT AND/OR FIRE-RATED ASREQUIRED BY CODE.

15. COMBUSTIBLE MATERIALS SHALL NOT BE PERMITTED IN THE RETURN AIR PLENUM. ALL INSULATIONEXPOSED TO CEILING PLENUM SHALL BE FIRE AND DUST PROOF.

16. CONTRACTOR SHALL PROVIDE SOLID 2" WOOD BACKING WITHIN WALLS FOR ANCHORAGE OF ALLWALL MOUNTED SHELVES, RAILS, TOILET ACCESSORIES, WOODWORK, ETC. AND AT ALL LOCATIONSDIRECTED BY OWNER. 2x6 CONT. WOOD BLOCK'G SHALL BE PROVIDED AT TOP AND BOTTOM OF ALLMILLWORK. COORDINATE LOCATION OF ALL BLOCKING / BACKING W ID DWGS. ALL WOOD BACKINGSHALL MEET THE REQUIREMENTS OF FBC 603 FOR COMBUSTIBLE MATERIAL.

17. CONTRACTOR SHALL PROVIDE, FRAME AND FINISH ALL OPENINGS AS REQUIRED FOR ELECTRICALAND MECHANICAL PENETRATIONS. ELECTRICAL PANELS, JUNCTION BOXES, RECESSED CABINETS,ETC. OCCURRING IN FIRE-RATED WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH U.L. DESIGNREQUIREMENTS.

18. COORDINATE WITH ELECTRICAL CONTRACTOR REGARDING THE MOUNTING HEIGHT OF ALL SWITCHESAND OUTLETS AT MILLWORK, COUNTERS, SHELVING, SINKS ETC. COMPLY WITH APPLICABLEACCESSIBILITY REQUIREMENTS. REFER QUESTIONABLE MOUNTING HEIGHTS TO ARCHITECT FORREVIEW.

19. ALL PENETRATIONS THROUGH ROOF SHALL BE COORDINATED WITH THE HOLDER OF THE ROOFWARRANTY AND SHALL NOT VOID ANY EXISTING WARRANTIES IN ANY WAY. PROVIDE POSITIVEDRAINAGE AWAY FROM OPENINGS. CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAININGINTEGRITY OF ROOFING AND ROOF WARRANTY. COORDINATE WITH OWNER.

20. SMOKING IS PROHIBITED INSIDE THE BUILDING AT ANY TIME.

21. COORDINATE THE STAGING AREA WITH THE OWNER OR OWNERS REPRESENTATIVE PRIOR TOSTARTING WORK. G.C. SHALL MAINTAIN A CLEAN AND WELL DEFINED STAGING AREA. PROVIDEDEMISING WALLS / VISUAL SCREENS WHERE REQUIRED BY OWNER OR AHJ.

22. STORAGE OF MATERIALS: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CARE ANDPROTECTION OF ALL HIS/HER MATERIALS, EQUIPMENT, TOOLS, ETC. NO SUBCONTRACTOR SHALLSTORE HIS/HER MATERIALS, EQUIPMENT, TOOLS, ETC., SO THAT THEY IMPEDE THE WORK OF ANYOTHER SUBCONTRACTOR OR THE USE OF THE BUILDING BY THE OWNER.

23. CLEANUP: CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANUP OF DEBRIS ACCUMULATED BYHIS/HER WORK AND THAT OF HIS/HER SUBCONTRACTORS AND SUPPLIERS. AT THE COMPLETION OFTHE DAYS WORK, CONTRACTOR SHALL REMOVE ALL TOOLS AND DEBRIS AND LEAVE CONSTRUCTIONAREA - INCLUDING OUTDOORS - CLEAN AND FREE OF OBSTRUCTION. OCCUPIED AREAS SHALL BEMAINTAINED IN A CLEAN AND ORDERLY MANNER AT ALL TIMES.

24. TRASH AND RECYCLE DUMPSTERS SHALL BE LOCATED AS APPROVED BY OWNER. USE OF EXISTINGTRASH DUMPSTERS AND COMPACTORS SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES.

25. PARKING: CONTRACTOR SHALL COORDINATE THE PARKING AREA WITH THE OWNER AND OWNER'SREPRESENTATIVE PRIOR TO START OF THE WORK. VEHICLES ARE NOT PERMITTED TO REMAINPARKED IN HANDICAPPED DESIGNATED SPACES. LOADING AREAS ARE FOR LOADING ANDUNLOADING ONLY.

26. G.C. SHALL PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS INDICATED ON PLAN AND ASREQUIRED BY AHJ. PROVIDE TYPE AND SIZE REQUIRED AT THE LOCATIONS INDICATED. IF VISIBLE TOTHE PUBLIC, PROVIDE A RECESSED CABINET, COORDINATE AND VERIFY W/ SPECIFICATIONS.MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER SHALL BE 75 FEET.

VIII CLOSE-OUT

1. G.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ADDRESS / UNIT NUMBER SIGNAGE AT FRONTAND REAR ENTRIES OR AS INDICATED ON DRAWINGS. SIGNAGE TO MEET LOCAL CODES.

2. 24 HOURS PRIOR TO PUNCH-LIST OF ANY PHASE, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALLSURFACES OF DUST, DEBRIS, AND LOOSE CONSTRUCTION MATERIAL.

3. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL CLEAN THE WORK AREA TO OWNERSSATISFACTION. FINAL CLEANUP SHALL INCLUDE THE FOLLOWING: VACUUM OR MOP ALL FLOORS.SWEEP, DAMP MOP, AND WAX RESILIENT FLOORING. DUST, DIRT, PAINT DRIPPINGS, OIL, GREASE,MASTIC, ADHESIVES, AND OTHER FOREIGN MATERIALS AND BLEMISHES SHALL BE REMOVED FROMSIGHT-EXPOSED FINISHES, INCLUDING PIPES AND EQUIPMENT. WINDOWS, GLASS UNITS, GLASSDOORS AND MIRRORS SHALL BE WASHED. PAINT OVERRUNS AND PUTTY SMEARS SHALL BEREMOVED AND HARDWARE SHALL BE RUBBED CLEAN WITH FLANNEL CLOTH.

4. WORK DAMAGED DURING CONSTRUCTION OR NOT CONFORMING TO SPECIFIED STANDARDS,TOLERANCES OR MANUFACTURERS INSTRUCTIONS FOR INSTALLATION SHALL BE REPLACED BY THECONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY,IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1)YEAR (OR CONTRACTUALLY AGREED UPON TERM REQUIRED BY OWNER) AFTER THE COMPLETIONAND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT.

6. AN OPERATIONAL TEST OF THE EMERGENCY LIGHTING SYSTEM MAY BE REQUIRED. COORDINATEWITH BUILDING OFFICIALS.

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

GENERAL CONDITIONSA001

66" 66"

66" 66"

66"

66"

66"

66"

66" 66"

AHU

AHU

AHU

AHU

WH

AHU

FIREPLACE

01 OVERALL PLAN1/32" = 1'-0"

NORTH0

8'

16'

32'

64'

01A205

01A203

01A202

01A201

01A204

01A206

OVERALL BUILDINGPLAN

A002

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

66" 66"

66" 66"

66"

66"

66"

66"

66" 66"

AHU

AHU

AHU

AHU

WH

AHU

FIREPLACE

01 PHASING PLAN1/32" = 1'-0"

NORTH0

8'

16'

32'

64'

PHASE 1FIRST FLOOR OF MAIN BUILDINGAND POOL AREA

PHASE 2BUILDING A & SALON ON SECONDFLOOR OF MAIN BUILDING

PHASE 3BUILDING D & REMAINDER OF SECOND FLOOR OFMAIN BUILDING

CORRIDOR TO BE COMPLETEDOVERNIGHT. MUST REMAINOPEN DURING THE DAY.

PHASING LEGEND

02 2ND FLOOR PHASING1/32" = 1'-0"

WH

SALON TO REMAIN OPENDURING CONSTRUCTION

PHASING PLANA002a

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

C

66" 66"

66" 66"

66"

66"

66"

66"

66" 66"

NORTH

01 FIRST FLOOR LIFE SAFETY PLAN1/8" = 1'-0"

0

2'

4'

8'

16'

0000"

TRAVELDISTANCE

FE

LIFE SAFETY LEGENDEXIT WIDTH INDICATOR (SHOWING CLEAR WIDTHOF OPENING AND NUMBER OF OCCUPANTS THATCLEAR WIDTH CAN SERVE PER CODE)

TRAVEL DISTANCE INDICATOR (SHOWING EXITACCESS TRAVEL DISTANCE FROM MOST REMOTEPOINTS IN EACH AREA)

FIRE EXTINGUISHER IN RECESSED CABINET. SEEA201 FOR SCHEDULE.

EXIT SIGN; LITHONIA QUANTUM SERIES ORAPPROVED EQUAL (ALSO SEE ELEC DWGS)

REFERENCE MEP DWGS FOR DESCRIPTIONS, MANUFACTURER & SPECS.

LIFE SAFETY PLAN NOTES1. EXISTING CONDITIONS TO REMAIN SHOWN HALF-TONE. NEW CONSTRUCTION WITHIN THE LIMITS OF THIS

PERMIT SHOWN GRAPHICALLY HEAVY.

2. AUTOMATIC FIRE SPRINKLER AND FIRE ALARM SYSTEMS MUST BE REVIEWED AND APPROVED BY THE AHJ.

3. WALL RATINGS INDICATED ON LIFE SAFETY PLANS FOR OCCUPANT LIFE SAFETY.

4. REFERENCE SHEET A-000 FOR RATINGS OF STRUCTURAL ELEMENTS.

5. FIRE EXTINGUISHERS SHALL BE LOCATED IN ACCORDANCE W/ THE REQUIREMENTS OF NFPA 10 & SECTION13-6 OF NFPA 1 OF THE FFPC LOCATED SO THAT ALL AREAS ARE WITHIN 75' OF AN EXTINGUISHER. FORMECHANICAL & ELECTRICAL ROOMS, USE A "2A:10B:C" LOCATED SO THAT ALL AREAS ARE WITHIN 50' OF ANEXTINGUISHER. FOR KITCHENS USE A "K" EXTINGUISHER SO THAT ALL AREAS ARE WITHIN 30' OF ANEXTINGUISHER.

6. ALL GATES TO BE EQUIPPED WITH PANIC HARDWARE.

7. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD POSTED PERFBC 1004.3.

8. UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS OR OTHERWISE INSTRUCTED BY THE ARCHITECT,ELECTRICAL DEVICES SHALL HAVE THE FOLLOWING MOUNTING HEIGHTS. DIMENSIONS ARE TO CENTER OFBOX UNLESS OTHERWISE NOTED:

A. MANUAL FIRE ALARM PULL STATIONS - 48" A.F.F. MAX. TO TOP OF BOX;

B. FIRE ALARM SPEAKER/HORN - 1'-0" BELOW CEILING, OR IN CEILING AS REQUIRED;

C. FIRE ALARM STROBE - 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER.

9. TACTILE SIGNAGE SHALL BE PROVIDED AT ALL EXIT DOORS TO MEET THE FOLLOWING CRITERIA:

A. TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN;

B. TACTILE SIGNAGE SHALL READ AS FOLLOWS: “EXIT”;

C. TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1.

LIFE SAFETY SUMMARY CHART PER FBC TABLE 1004.1.1

FBC 2010FUNCTION OF

SPACE

2,505.35

PROPOSEDAREA (SQ. FT.)

SQ. FT. PEROCCUPANT

OCCUPANTLOAD

EGRESSWIDTH

REQUIRED(HORIZONTAL)

EGRESSWIDTH

PROVIDED(HORIZONTAL)

15 NET 167.02 167.02 X 0.2" = 33.4" 256"

1,641.78 200 GROSS 8.2 8.2 X 0.2" = 1.64"

1,968.25 150 GROSS 13.12 213.12 X 0.2" = 2.6" 256"

8,790.50 -- 559.49 111.85" 256"

ASSEMBLY(UNCONCENTRATED)

KITCHEN

BUSINESS

TOTAL

FBC TABLE 1021.2 REQUIRES THAT THE MAXIMUM EXIT ACCESS TRAVEL DISTANCE NOT EXCEED 75' FOR THE FIRST FLOOR OFA MERCHANTILE OCCUPANCY WITH A SINGLE EXIT. NO TRAVEL DISTANCE EXCEEDS THIS DISTANCE.

256"

LOBBY100

LIBRARY102

DISCOVERYROOM

101

OFFICE104

OFFICE106

OFFICE107

OFFICE108

VESIBULE103

OFFICE105OFFICE

110

OFFICE109

OFFICE111

BREAKROOM112

HVAC113

HVAC114

ROTUNDA116

CORRIDOR115

MAILCORRIDOR

117

ELECTRICAL120

DINING ROOM121

MEN'S RESTROOM118

HVAC &ELECTRICAL

122

WOMEN'SRESTROOM

119

64"256

216.8 300 GROSS 0.72 0.72 X 0.2" = 0.144" 256"STORAGE

ASSEMBLY OCCUPANCY (UNCONCENTRATED)

KITCHEN OCCUPANCY

STORAGE OCCUPANCY

BUSINESS OCCUPANCY

CONTINUED ONA004-01

64"256

TRAV

EL D

ISTA

NCE

= 6

9'-1"

64"256

TRAV

EL D

ISTA

NCE

= 6

0'-11

"

TRAVEL DISTANCE = 158'-5"TRAVEL DISTANCE = 174'-11"64"256

FE

FE

ASSEMBLY OCCUPANCY (CONCENTRATED)

LIBRARY OCCUPANCY

2,540 7 NET 362.86 362.86 X 0.2" =72.57" 256"

ASSEMBLY(CONCENTRATED)

378.72 50 NET 7.57 7.57 X 0.2" = 1.5" 256"LIBRARY

TOP OF FIRE EXT SHALL BEINSTALLED SUCH THAT THE TOP IS

NOT MORE THAN 5'-0" AFF

BOT OF FIRE EXT SHALL BEINSTALLED SUCH THAT THE BOT IS

NOT LESS THAN 4" AFF

INSTALLATION OF FIRE EXTINGUISHERS SHALL COMPLY WITH FLORIDA FIREPREVENTION CODE 1 SECTION 13.6.1.1PROVIDE WALL MOUNTED, PORTABLE FIRE EXTINGUISHERS AS INDICATEDON THE PLAN.PROVIDE TYPE 2-A:10-B:C CLASS A LIGHT HAZARD.

3'-6

"

FINISHED FLOOR

FIRE EXTINGUISHER DETAIL02 1/2" = 1'-0"

INDICATES NEW FIRE EXTINGUISHERFE

FIRST FLOOR LIFESAFETY PLAN

A003

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 FIRST FLOOR LIFE SAFETY PLAN1/8" = 1'-0"

0

2'

4'

8'

16'

















WH

AUDITORIUM201

FITCAMP202

ARTS &CRAFTS

212

LOBBY200

SALON203

WOMEN'SRESTROOM

204

MEN'SRESTROOM

205

CAFEDINING

207

BILLIARDS206

LOUNGE211

STORAGE210

OFFICE209

CAFE208

66" 66"

NORTH

02 LIFE SAFETY PLAN EGRESS1/8" = 1'-0"

0

2'

4'

8'

16'

COMMON PATH = 126'-11

"

CONTINUED ONA004-02

64"256

TRAVEL DISTANCE = 158'-5"TRAVEL DISTANCE = 174'-11"64"256

FE

0000"

TRAVELDISTANCE

FE







FBC 2010FUNCTION OF

SPACE

2,258.35


SQ. FT. PEROCCUPANT

OCCUPANTLOAD

EGRESSWIDTH


EGRESSWIDTH


15 NET 150.56 150.56 X 0.2" =30.11" 256"

249.56 200 GROSS 1.25 1.25 X 0.2" = 0.25"

253.83 150 GROSS 1.69 1.69 X 0.2" = 0.338" 256"

8,790.50 -- 856.22 171.24" 256"


KITCHEN

BUSINESS

TOTAL


256"

528.18 300 GROSS 1.76 1.76 X 0.2" = 0.352" 256"STORAGE


KITCHEN OCCUPANCY

STORAGE OCCUPANCY

BUSINESS OCCUPANCY


EXERCISE ROOM OCCUPANCY

4,810.06 7 NET 687.15 687.15 X 0.2" =137.43" 256"


690.52 50 GROSS 13.81 7.57 X 0.2" = 2.76" 256"EXERCISE

FE

SECOND FLOOR LIFESAFETY PLAN

A004

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AHU

AHU

AHU

NORTH

01 WING A LIFE SAFETY PLAN3/32" = 1'-0"

0

4'

8'

16'

24'

02A510

01A509

EXISTINGKITCHEN

A115

DININGA114

WHEELCHAIRSTORAGE

A113

EXISTINGRESTROOM

A112

CORRIDORA100

VESTIBULEA112

DOCTOR'SOFFICE

A108NURSESOFFICE

A109

THERAPYA111

CHARTINGA110

MECHA102

METERROOMA104

MEDROOMA105

ELEVATORLOBBY

A101

LOUNGEA103

OFFICEA107

EXISTINGRESTROOM

A106

156"32"

156"32"

156"60"

TRAV

EL D

ISTA

NCE

= 5

2'-9

"

TRAVEL DISTANCE = 155'-7"TRAVEL DISTANCE = 97'-7"

TO MAIN BUILDING

















0000"

TRAVELDISTANCE

FE







FBC 2010FUNCTION OF

SPACE

1,436.55


SQ. FT. PEROCCUPANT

OCCUPANTLOAD

EGRESSWIDTH


EGRESSWIDTH


15 NET 95.77 95.77 X 0.2" = 19.15" 256"

337.11 200 GROSS 1.69 1.69 X 0.2" = 0.34"

1,069.64 150 GROSS 7.13 7.13 X 0.2" = 1.43" 256"

8,790.50 -- 310.87 62.17" 256"


KITCHEN

BUSINESS

TOTAL


256"

321.82 300 GROSS 1.07 1.07 X 0.2" = 0.21" 256"STORAGE


KITCHEN OCCUPANCY

STORAGE OCCUPANCY

BUSINESS OCCUPANCY


1,436.48 7 NET 205.21 205.21 X 0.2" =41.04" 256"


WING A LIFE SAFETYPLAN

A005

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 WING D LIFE SAFETY PLAN3/32" = 1'-0"

0

4'

8'

16'

24'

AHU

WH

AHU

01A511

EXISTINGKITCHEN

D104

DININGD102

TRAV

EL D

ISTA

NCE

= 9

0'-0

"

32"32"

EXISTINGRESTROOM

D103

ELEVATORLOBBY

D101 CORRIDORD100

02A511

TO MAIN BUILDING

















0000"

TRAVELDISTANCE

FE







FBC 2010FUNCTION OF

SPACE

1,334.11


SQ. FT. PEROCCUPANT

OCCUPANTLOAD

EGRESSWIDTH


EGRESSWIDTH


15 NET 88.94 88.94 X 0.2" =17.79" 256"

231.08 200 GROSS 1.16 1.16 X 0.2" = 0.23"

2,143.1 -- 168.3 33.66" 256"


KITCHEN

TOTAL


256"

31.19 300 GROSS 0.10 0.10 X 0.2" = 0.02" 256"STORAGE


KITCHEN OCCUPANCY

STORAGE OCCUPANCY


546.72 7 NET 78.10 78.10 X 0.2" = 15.62" 256"ASSEMBLY

(CONCENTRATED)

WING D LIFE SAFETYPLAN

A006

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

FIREPLACE

NORTH

01 POOL HOUSE LIFE SAFETY PLAN3/16" = 1'-0"

0

2'

4'

8'

12'

GRILL AREA& CABANAS

100

LOUNGEAREA

101

COVEREDLOUNGE

104MEN'S

RESTROOM102

WOMEN'SRESTROOM

103

64"64"

TRAV

EL D

ISTA

NCE

= 2

0'-1"

FE

















0000"

TRAVELDISTANCE

FE








FBC 2010FUNCTION OF

SPACE

351.56


SQ. FT. PEROCCUPANT

OCCUPANTLOAD

EGRESSWIDTH


EGRESSWIDTH


15 GROSS 23.44 23.44 X 0.2" = 4.7" 256"

351.56 -- 23.44 4.7" 256"


TOTAL


POOL HOUSE LIFESAFETY PLAN

A007

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

02 FIRST FLOOR DEMOLITION RCP1/8" = 1'-0"

0

2'

4'

8'

16'

DEMOLITION PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS EFFECTING THIS

WORK.

2. CONTRACTOR SHALL VERIFY EXTENT OF DEMOLITION WORK PRIOR TO STARTING ANY WORK. COORDINATETHE DEMOLITION WORK WITH THE MECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL, FIRE PROTECTIONAND NEW CONSTRUCTION PLANS.

3. EXISTING UNDERGROUND ELECTRICAL CONDUIT AND SERVICE FEEDERS MAY BE BURIED UNDER THE SLAB.THE CONTRACTOR SHALL LOCATE AND PROTECT ALL ELECTRICAL CONDUITS SERVING AREAS BEYOND THESCOPE OF WORK. PRIOR TO TRENCHING OR CUTTING, CONTRACTOR SHALL PRESENT PROPOSED ROUTE TOOWNERS REPRESENTATIVE, ENGINEER AND ARCHITECT FOR APPROVAL.

4. COORDINATE WITH OWNER AS TO WHAT EQUIPMENT & FINISH ITEMS ARE TO RE-USED SUCH AS RESTROOMFIXTURES AND ACCESSORIES, MOLDINGS, WAINSCOTS, TRIMS, INTERIOR DOORS, INTERIOR GLAZING &ORNAMENTAL ITEMS, CAREFULLY REMOVE & SET-ASIDE FOR RE-USE.

5. WHERE PARTITIONS ARE BEING REMOVED, ALL ELECTRICAL DEVICES SHALL BE DISCONNECTED AND MADESAFE. WHEREVER EXISTING UTILITIES ARE TO BE CAPPED, REROUTED, REMAIN IN PLACE, OR TERMINATED,COORDINATE W/ MEP DWGS.

6. WHERE FLOOR AND WALL FINISHES ARE BEING REMOVED, ALL ADHESIVE RESIDUE, MECHANICALFASTENERS AND MISC. ITEMS SHALL ALSO BE REMOVED. ALL DEPRESSIONS / VOIDS CREATED IN THEEXISTING SLAB DUE TO REMOVAL OF EQUIPMENT SHALL BE FILLED ACCORDINGLY TO BRING THEM UP LEVELAND FINISHED TO MATCH SURROUNDING FINISH SLAB.

RCP DEMOLITION NUMBERED NOTES

REMOVE LIGHT FIXTURE

REMOVE LIGHT FIXTURE TO BE REPLACED WITH LED PER NEW WORK PLANS

REMOVE ACT

REMOVE DECORATIVE WOODWORK

1

2

3

4

1 1

111

1 1 1

1 11

1 1 1

1

2

4

2 2

2

2

2

2

2

2

2

2 2

2

22

2

2

2

2

2

2

2

2

42

4

4 4 4

444

4

4

4

4

4

4

22

2

2 2 2

2

2

2

2

2 2

2 2

2

2

2

2

1

13

13

13

13

13

13

13

13

13 1

3

13

13

13

13

1

NORTH

01 FIRST FLOOR DEMOLITION PLAN1/8" = 1'-0"

0

2'

4'

8'

16'

7. REMOVE ALL ITEMS LOCATED ABOVE CEILING THAT IS NOT A PART OF THE PROPOSED WORK. COORDINATEWITH OWNER AS TO ANY ITEM THAT IS TO BE LEFT UNDISTURBED.

8. WHERE CUTTING OR DEMOLITION OF THE EXISTING BUILDING IS INDICATED OR REQUIRED TOACCOMMODATE NEW CONSTRUCTION, THE STRUCTURAL ENGINEER SHALL BE CONSULTED PRIOR TOBEGINNING OF TASK TO DETERMINE IF THIS WORK WILL IN ANY WAY UNDERMINE THE FOUNDATIONS ORCOMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING, AND TO DETERMINE A COURSE OFCORRECTIVE ACTION FOR RESTORING ANY DAMAGE AND RETURNING THE APPEARANCE TO AN ACCEPTABLELEVEL.

9. WHENEVER POSSIBLE, ALL CUTS IN MASONRY WALLS SHALL OCCUR AT JOINT LINES - COORDINATE WITHNEW CONSTRUCTION.

10. CONTRACTOR SHALL ADEQUATELY BRACE & SUPPORT STRUCTURE AS REQUIRED DURING DEMOLITIONPHASE. USE EXTREME CARE TO NOT DAMAGE SUPPORT BEAMS TO REMAIN.

11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL DEMOLITION MATERIAL INCLUDING ANYEQUIPMENT THAT IS NOT TO BE REUSED.

12. MAINTAIN FIRE EGRESS AT ALL TIMES THROUGHOUT THE COURSE OF THIS WORK.

FLOOR PLAN DEMOLITION NUMBERED NOTES

REMOVE WALL TO DECK

REMOVE DOOR

REMOVE DOOR, RETAIL FOR REINSTALLATION PER NEW WORK PLAN

REMOVE ELECTRICAL PANEL, RETAIN FOR REINSTALLATION PER NEW WORK PLAN

REMOVE MAILBOXES

REMOVE PLUMBING FIXTURE

REMOVE MILLWORK

REMOVE PORTION OF EXTERIOR WALL FOR NEW WINDOW

REMOVE FLOOR AND WALL FINISHES

REMOVE EXISTING ROOM NUMBERS TO BE REPLACED BY VENDOR BY OWNER

REMOVE ELEVATOR CAB FINISHES

1

2

3

4

5

6

7

8

9

2

2

2

2

2

22

2

2

2

22

32

2

22

2

2

1

1

1

1

1

1

1

1

11

1

1

1

7

8

8

13'-2

7 8"4'

-4"

4'-0

"4'

-4"

5

4

4

4

67

9

9

99

9

9

10

10

1010

10

10

10

10

11

119 9

2

FIRST FLOORDEMOLITION

A101

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

02 SECOND FLOOR DEMOLITION RCP1/8" = 1'-0"

0

2'

4'

8'

16'

GYM


WORK.

2. CONTRACTOR SHALL VERIFY EXTENT OF DEMOLITION WORK PRIOR TO STARTING ANY WORK. COORDINATETHE DEMOLITION WORK WITH THE MECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL, FIRE PROTECTIONAND NEW CONSTRUCTION PLANS.


4. COORDINATE WITH OWNER AS TO WHAT EQUIPMENT & FINISH ITEMS ARE TO RE-USED SUCH AS RESTROOMFIXTURES AND ACCESSORIES, MOLDINGS, WAINSCOTS, TRIMS, INTERIOR DOORS, INTERIOR GLAZING &ORNAMENTAL ITEMS, CAREFULLY REMOVE & SET-ASIDE FOR RE-USE.


6. WHERE FLOOR AND WALL FINISHES ARE BEING REMOVED, ALL ADHESIVE RESIDUE, MECHANICALFASTENERS AND MISC. ITEMS SHALL ALSO BE REMOVED. ALL DEPRESSIONS / VOIDS CREATED IN THEEXISTING SLAB DUE TO REMOVAL OF EQUIPMENT SHALL BE FILLED ACCORDINGLY TO BRING THEM UP LEVELAND FINISHED TO MATCH SURROUNDING FINISH SLAB.




REMOVE ACT


1

2

3

4

1

1

1

1

1

2

2

2

2

2

2

2

22

2

2

2

4

1

2

NORTH

01 SECOND FLOOR DEMOLITION PLAN1/8" = 1'-0"

0

2'

4'

8'

16'

WH


8. WHERE CUTTING OR DEMOLITION OF THE EXISTING BUILDING IS INDICATED OR REQUIRED TOACCOMMODATE NEW CONSTRUCTION, THE STRUCTURAL ENGINEER SHALL BE CONSULTED PRIOR TOBEGINNING OF TASK TO DETERMINE IF THIS WORK WILL IN ANY WAY UNDERMINE THE FOUNDATIONS ORCOMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING, AND TO DETERMINE A COURSE OFCORRECTIVE ACTION FOR RESTORING ANY DAMAGE AND RETURNING THE APPEARANCE TO AN ACCEPTABLELEVEL.






REMOVE WALL TO DECK

REMOVE DOOR

REMOVE PORTION OF WALL TO ACCOMMODATE NEW DOOR

REMOVE PLATFORM STAGE

REMOVE FLOOR AND WALL FINISHES


REMOVE MILLWORK ENTIRELY


REMOVE ELEVATOR CAB FINISHES

1

2

1

1

1

1

2

2

2

2

2

2

2

3

3

4

4

5

5

5

5

5

5

5

5

5

6

6

6

6

6

6

6

6

7

7

8

7

8

9

9

56

56 5

6

SECOND FLOORDEMOLITION

A102

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

http://www.Architecture4design.com




































































AHU

AHU

AHU

NORTH

01 WING A DEMOLITION PLAN3/32" = 1'-0"

0

4'

8'

16'

24'

2

2

2

2

2

1 1

1

1

1

1

1

11

2 2

6

5

5

5

TO MAIN BUILDING

7

77

5

5

5

AHU

AHU

AHU

DEMOLITION PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS EFFECTING

THIS WORK.

2. CONTRACTOR SHALL VERIFY EXTENT OF DEMOLITION WORK PRIOR TO STARTING ANY WORK.COORDINATE THE DEMOLITION WORK WITH THE MECHANICAL, ELECTRICAL, PLUMBING,STRUCTURAL, FIRE PROTECTION AND NEW CONSTRUCTION PLANS.

3. EXISTING UNDERGROUND ELECTRICAL CONDUIT AND SERVICE FEEDERS MAY BE BURIED UNDERTHE SLAB. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL ELECTRICAL CONDUITS SERVINGAREAS BEYOND THE SCOPE OF WORK. PRIOR TO TRENCHING OR CUTTING, CONTRACTOR SHALLPRESENT PROPOSED ROUTE TO OWNERS REPRESENTATIVE, ENGINEER AND ARCHITECT FORAPPROVAL.

4. COORDINATE WITH OWNER AS TO WHAT EQUIPMENT & FINISH ITEMS ARE TO RE-USED SUCH ASRESTROOM FIXTURES AND ACCESSORIES, MOLDINGS, WAINSCOTS, TRIMS, INTERIOR DOORS,INTERIOR GLAZING & ORNAMENTAL ITEMS, CAREFULLY REMOVE & SET-ASIDE FOR RE-USE.

5. WHERE PARTITIONS ARE BEING REMOVED, ALL ELECTRICAL DEVICES SHALL BE DISCONNECTED ANDMADE SAFE. WHEREVER EXISTING UTILITIES ARE TO BE CAPPED, REROUTED, REMAIN IN PLACE, ORTERMINATED, COORDINATE W/ MEP DWGS.

6. WHERE FLOOR AND WALL FINISHES ARE BEING REMOVED, ALL ADHESIVE RESIDUE, MECHANICALFASTENERS AND MISC. ITEMS SHALL ALSO BE REMOVED. ALL DEPRESSIONS / VOIDS CREATED INTHE EXISTING SLAB DUE TO REMOVAL OF EQUIPMENT SHALL BE FILLED ACCORDINGLY TO BRINGTHEM UP LEVEL AND FINISHED TO MATCH SURROUNDING FINISH SLAB.

7. REMOVE ALL ITEMS LOCATED ABOVE CEILING THAT IS NOT A PART OF THE PROPOSED WORK.COORDINATE WITH OWNER AS TO ANY ITEM THAT IS TO BE LEFT UNDISTURBED.

8. WHERE CUTTING OR DEMOLITION OF THE EXISTING BUILDING IS INDICATED OR REQUIRED TOACCOMMODATE NEW CONSTRUCTION, THE STRUCTURAL ENGINEER SHALL BE CONSULTED PRIORTO BEGINNING OF TASK TO DETERMINE IF THIS WORK WILL IN ANY WAY UNDERMINE THEFOUNDATIONS OR COMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING, AND TODETERMINE A COURSE OF CORRECTIVE ACTION FOR RESTORING ANY DAMAGE AND RETURNINGTHE APPEARANCE TO AN ACCEPTABLE LEVEL.

9. WHENEVER POSSIBLE, ALL CUTS IN MASONRY WALLS SHALL OCCUR AT JOINT LINES - COORDINATEWITH NEW CONSTRUCTION.

10. CONTRACTOR SHALL ADEQUATELY BRACE & SUPPORT STRUCTURE AS REQUIRED DURINGDEMOLITION PHASE. USE EXTREME CARE TO NOT DAMAGE SUPPORT BEAMS TO REMAIN.

11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL DEMOLITION MATERIAL INCLUDINGANY EQUIPMENT THAT IS NOT TO BE REUSED.


NORTH

02 WING A DEMOLITION RCP3/32" = 1'-0"

0

4'

8'

16'

24'


REMOVE WALL TO DECK

REMOVE DOOR


REMOVE MILLWORK

REMOVE EXISTING CARPET AND WALL FINISHES

REMOVE PASS STAINLESS STEEL PASS THROUGH


1

2

3

4

5

6




REMOVE ACT


1

2

3

4

22

2

22

2

2

2

2

2

22

2 2

2 2

2

2 2

2

2

2 2 22

2

3

3'-7

1 2"

TO MAIN BUILDING

7

WING A DEMOLTIONA103

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 WING D LIFE DEMOLITION PLAN3/32" = 1'-0"

0

4'

8'

16'

24'

AHU

WH

AHU

1

1

1

22

2

2

4

5

6

TO MAIN BUILDING

7 7

7

77

4 4 4

4

4

4

4

47

47

DEMOLITION PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL

REQUIREMENTS EFFECTING THIS WORK.

2. CONTRACTOR SHALL VERIFY EXTENT OF DEMOLITION WORK PRIOR TOSTARTING ANY WORK. COORDINATE THE DEMOLITION WORK WITH THEMECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL, FIRE PROTECTION ANDNEW CONSTRUCTION PLANS.

3. EXISTING UNDERGROUND ELECTRICAL CONDUIT AND SERVICE FEEDERS MAYBE BURIED UNDER THE SLAB. THE CONTRACTOR SHALL LOCATE AND PROTECTALL ELECTRICAL CONDUITS SERVING AREAS BEYOND THE SCOPE OF WORK.PRIOR TO TRENCHING OR CUTTING, CONTRACTOR SHALL PRESENT PROPOSEDROUTE TO OWNERS REPRESENTATIVE, ENGINEER AND ARCHITECT FORAPPROVAL.

4. COORDINATE WITH OWNER AS TO WHAT EQUIPMENT & FINISH ITEMS ARE TORE-USED SUCH AS RESTROOM FIXTURES AND ACCESSORIES, MOLDINGS,WAINSCOTS, TRIMS, INTERIOR DOORS, INTERIOR GLAZING & ORNAMENTALITEMS, CAREFULLY REMOVE & SET-ASIDE FOR RE-USE.

5. WHERE PARTITIONS ARE BEING REMOVED, ALL ELECTRICAL DEVICES SHALL BEDISCONNECTED AND MADE SAFE. WHEREVER EXISTING UTILITIES ARE TO BECAPPED, REROUTED, REMAIN IN PLACE, OR TERMINATED, COORDINATE W/MEP DWGS.

6. WHERE FLOOR AND WALL FINISHES ARE BEING REMOVED, ALL ADHESIVERESIDUE, MECHANICAL FASTENERS AND MISC. ITEMS SHALL ALSO BEREMOVED. ALL DEPRESSIONS / VOIDS CREATED IN THE EXISTING SLAB DUE TOREMOVAL OF EQUIPMENT SHALL BE FILLED ACCORDINGLY TO BRING THEM UPLEVEL AND FINISHED TO MATCH SURROUNDING FINISH SLAB.

7. REMOVE ALL ITEMS LOCATED ABOVE CEILING THAT IS NOT A PART OF THEPROPOSED WORK. COORDINATE WITH OWNER AS TO ANY ITEM THAT IS TO BELEFT UNDISTURBED.

8. WHERE CUTTING OR DEMOLITION OF THE EXISTING BUILDING IS INDICATED ORREQUIRED TO ACCOMMODATE NEW CONSTRUCTION, THE STRUCTURALENGINEER SHALL BE CONSULTED PRIOR TO BEGINNING OF TASK TODETERMINE IF THIS WORK WILL IN ANY WAY UNDERMINE THE FOUNDATIONSOR COMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING,AND TO DETERMINE A COURSE OF CORRECTIVE ACTION FOR RESTORING ANYDAMAGE AND RETURNING THE APPEARANCE TO AN ACCEPTABLE LEVEL.

9. WHENEVER POSSIBLE, ALL CUTS IN MASONRY WALLS SHALL OCCUR AT JOINTLINES - COORDINATE WITH NEW CONSTRUCTION.

10. CONTRACTOR SHALL ADEQUATELY BRACE & SUPPORT STRUCTURE ASREQUIRED DURING DEMOLITION PHASE. USE EXTREME CARE TO NOT DAMAGESUPPORT BEAMS TO REMAIN.

11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL DEMOLITIONMATERIAL INCLUDING ANY EQUIPMENT THAT IS NOT TO BE REUSED.

12. MAINTAIN FIRE EGRESS AT ALL TIMES THROUGHOUT THE COURSE OF THISWORK.

NORTH

02 WING D DEMOLITION RCP3/32" = 1'-0"

0

4'

8'

16'

24'

AHU

AHU


REMOVE WALL TO DECK

REMOVE DOOR


REMOVE EXISTING CARPET AND WALL FINISHES

REMOVE PASS STAINLESS STEEL PASS THROUGH

REMOVE ELECTRICAL PANEL TO BE REINSTALLED PER NEW WORK PLAN


1

2

3

4

5

6




1

2

2

22222

2

2

222 2

2

2

2

2

2

2

2

2

2

TO MAIN BUILDING

7

2

2

WING D DEMOLITIONPLAN

A104

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 POOL HOUSE DEMOLITION PLAN3/16" = 1'-0"

0

2'

4'

8'

12'

1 1 1

111

1

1

2

2

2

2

2

2

2

2

4 4

3

335

5

6

7

77

7

7


WORK.

2. CONTRACTOR SHALL VERIFY EXTENT OF DEMOLITION WORK PRIOR TO STARTING ANY WORK.COORDINATE THE DEMOLITION WORK WITH THE MECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL,FIRE PROTECTION AND NEW CONSTRUCTION PLANS.


4. COORDINATE WITH OWNER AS TO WHAT EQUIPMENT & FINISH ITEMS ARE TO RE-USED SUCH ASRESTROOM FIXTURES AND ACCESSORIES, MOLDINGS, WAINSCOTS, TRIMS, INTERIOR DOORS, INTERIORGLAZING & ORNAMENTAL ITEMS, CAREFULLY REMOVE & SET-ASIDE FOR RE-USE.


6. WHERE FLOOR AND WALL FINISHES ARE BEING REMOVED, ALL ADHESIVE RESIDUE, MECHANICALFASTENERS AND MISC. ITEMS SHALL ALSO BE REMOVED. ALL DEPRESSIONS / VOIDS CREATED IN THEEXISTING SLAB DUE TO REMOVAL OF EQUIPMENT SHALL BE FILLED ACCORDINGLY TO BRING THEM UPLEVEL AND FINISHED TO MATCH SURROUNDING FINISH SLAB.


8. WHERE CUTTING OR DEMOLITION OF THE EXISTING BUILDING IS INDICATED OR REQUIRED TOACCOMMODATE NEW CONSTRUCTION, THE STRUCTURAL ENGINEER SHALL BE CONSULTED PRIOR TOBEGINNING OF TASK TO DETERMINE IF THIS WORK WILL IN ANY WAY UNDERMINE THE FOUNDATIONS ORCOMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING, AND TO DETERMINE A COURSE OFCORRECTIVE ACTION FOR RESTORING ANY DAMAGE AND RETURNING THE APPEARANCE TO ANACCEPTABLE LEVEL.





NORTH

02 POOL HOUSE DEMOLITION RCP3/16" = 1'-0"

0

2'

4'

8'

12'


REMOVE TRELLIS STRUCTURE


REMOVE FLOOR FINISHES

REMOVE DOOR

REMOVE RESTROOM PARITIONS

REMOVE PORTION OF WALL TO ACCOMMODATE NEW RAMP

REMOVE PAVERS

REMOVE BOLLARDS TO BE REPLACED BY NEW WORK PLAN

1

2

3

4

5



REMOVE TRELLIS STRUCTURE

1

2

2

2

2

2 2

2 2

2

2

1 1

1

11

11

1

1

6

7

4'-212"5'-0"

8

8 8 8 8 8 8

8 8

POOL HOUSE DEMOPLAN AND RCP

A105

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

66" 66"

66" 66"

66"

66"

66"

66"

66" 66"

NORTH

01 FIRST FLOOR OVERALL PLAN1/8" = 1'-0"

0

2'

4'

8'

16'

01A501

01A503

LOBBY100

LIBRARY102

DISCOVERYROOM

101

OFFICE104

OFFICE106

OFFICE107

OFFICE108 VESIBULE

103

OFFICE105

OFFICE110

OFFICE109

OFFICE111

BREAKROOM112

HVAC113

HVAC114

ROTUNDA116

CORRIDOR115

MAILCORRIDOR

117

ELECTRICAL120

DINING ROOM121

MEN'S RESTROOM118

HVAC &ELECTRICAL

122

WOMEN'SRESTROOM

119

FLOOR PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS EFFECTING THIS

WORK.

2. FINISH FLOOR DATUM (REFERENCE) = 0'-0" IS TO TOP OF SLAB. REFER TO CIVIL DRAWINGS FOR ACTUALFINISH FLOOR ELEVATION.

3. CONTRACTOR SHALL COORDINATE ALL WORK ON THIS SHT. WITH THE DEMOLITION WORK, AND THEMECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL AND FIRE PROTECTION DRAWINGS.

4. EXISTING CONDITIONS NOT PART OF THIS PERMIT SHOWN LIGHTER.

5. REFERENCE THE A-700 SERIES SHEETS FOR DOOR, GLAZING AND FINISH SCHEDULES.

6. WINDOWS WITHIN 24" OF DOOR SHALL BE SAFETY GLASS. ALL GLAZING IN HAZARDOUS LOCATIONS SHALLBE TEMPERED FOR IMPACT RESISTANCE.

7. ALL GYPSUM BOARD IN CORRIDORS SHALL BE HUNG VERTICALLY.

8. REFER TO ENLARGED PLANS FOR ADDITIONAL INFO. INCLUDING DIMENSIONS, DOOR TAGS, WALL TYPES,GLAZING LAYOUT, AND CONSTRUCTION DETAILS. ENLARGED PLANS TAKE PRECEDENCE OVER SMALLERSCALE DRAWINGS. NOTIFY ARCHITECT OF ANY CONFLICT BEFORE PROCEEDING.

9. USE MATERIALS IDENTICAL TO EXISTING MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THATVISUALLY MATCH EXISTING ADJACENT SURFACES INSOFAR AS POSSIBLE. IF IDENTICAL MATERIALS AREUNAVAILABLE OR CANNOT BE USED, USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUAL ORSURPASS THAT OF EXISTING MATERIALS.

NORTH

02 FIRST FLOOR OVERALL RCP1/8" = 1'-0"

0

2'

4'

8'

16'

01A504

01A502

LOBBY100

LIBRARY102

DISCOVERYROOM

101

OFFICE104

OFFICE106

OFFICE107

OFFICE108

VESIBULE103

OFFICE105

OFFICE110

OFFICE109

OFFICE111

BREAKROOM112

HVAC113

HVAC114

ROTUNDA116

CORRIDOR115

MAILCORRIDOR

117

ELECTRICAL120

DINING ROOM121

MEN'S RESTROOM118

HVAC &ELECTRICAL

122

WOMEN'SRESTROOM

119

CEILING PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS EFFECTING THIS

WORK.

2. FINISH FLOOR DATUM (REFERENCE) = 0'-0" IS TO TOP OF SLAB. REFER TO CIVIL DRAWINGS FOR ACTUALFINISH FLOOR ELEVATION. ALL CEILING ELEVATION FINISHES ARE FROM TOP OF SLAB UNLESS NOTEDOTHERWISE.



5. REFERENCE THE A-700 SERIES SHEETS FOR FINISH SCHEDULE.


7. LOCATION OF CEILING GRID AND TILES ARE REFERENCED FROM EQUAL DISTANCE BETWEEN OPPOSITEWALLS. U.N.O.

8. GYPSUM BOARD CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLATION OF ALLSUPPLEMENTAL AND MISCELLANEOUS ITEMS REQUIRED TO ADEQUATELY SUPPORT ALL GYPSUM BOARDDROPS, SOFFITS, CORNICES, ECT. FROM STRUCTURE ABOVE.

9. ALL FINISH CEILING MATERIALS SHALL BE INSTALLED AFTER UTILITIES, HANGARS, SUPPORTS, INSULATIONAND MISC. INTERSTITIAL ITEMS ARE INSTALLED.

FIRST FLOOR OVERALLPLAN & RCP

A201

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

02 SECOND FLOOR OVERALL RCP1/8" = 1'-0"

0

2'

4'

8'

16'

AUDITORIUM201

ARTS &CRAFTS

212

LOUNGE211

LOBBY200

FITCAMP202

SALON203

MEN'SRESTROOM

205

WOMEN'SRESTROOM

204

BILLIARDS206

CAFEDINING

207

CAFE208

STORAGE210

OFFICE209

01A506

01A508


WORK.









NORTH

01 SECOND FLOOR OVERALL PLAN1/8" = 1'-0"

0

2'

4'

8'

16'

WH

AUDITORIUM201

ARTS &CRAFTS

212

LOUNGE211

LOBBY200

FITCAMP202

SALON203

MEN'SRESTROOM

205 WOMEN'SRESTROOM

204

BILLIARDS206

CAFEDINING

207CAFE208

STORAGE210

OFFICE209

01A505

01A507


WORK.









SECOND FLOOROVERALL PLAN

A202

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AHU

AHU

AHU

NORTH

01 WING A OVERALL PLAN3/32" = 1'-0"

0

4'

8'

16'

24'

TO MAIN BUILDING

FLOOR PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS AFFECTING

THIS WORK.

2. FINISH FLOOR DATUM (REFERENCE) = 0'-0" IS TO TOP OF SLAB. REFER TO CIVIL DRAWINGS FORACTUAL FINISH FLOOR ELEVATION.

3. CONTRACTOR SHALL COORDINATE ALL WORK ON THIS SHT. WITH THE DEMOLITION WORK, ANDTHE MECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL AND FIRE PROTECTION DRAWINGS.



6. WINDOWS WITHIN 24" OF DOOR SHALL BE SAFETY GLASS. ALL GLAZING IN HAZARDOUSLOCATIONS SHALL BE TEMPERED FOR IMPACT RESISTANCE.


8. REFER TO ENLARGED PLANS FOR ADDITIONAL INFO. INCLUDING DIMENSIONS, DOOR TAGS, WALLTYPES, GLAZING LAYOUT, AND CONSTRUCTION DETAILS. ENLARGED PLANS TAKE PRECEDENCEOVER SMALLER SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY CONFLICT BEFORE PROCEEDING.

9. USE MATERIALS IDENTICAL TO EXISTING MATERIALS. FOR EXPOSED SURFACES, USE MATERIALSTHAT VISUALLY MATCH EXISTING ADJACENT SURFACES INSOFAR AS POSSIBLE. IF IDENTICALMATERIALS ARE UNAVAILABLE OR CANNOT BE USED, USE MATERIALS WHOSE INSTALLEDPERFORMANCE WILL EQUAL OR SURPASS THAT OF EXISTING MATERIALS.

02A509

01A509

CORRIDORA100

DOCTOR'SOFFICE

A108

CHARTINGA110

THERAPYA111

NURSESOFFICE

A109

VESTIBULEA112

LOUNGEA103

MEDROOMA105

METER ROOMA104

OFFICEA107

EXISTINGRESTROOM

A106

MECH.A102

ELEVATORLOBBY

A101

CORRIDORA100

WHEELCHAIRSTORAGE

A113 DININGA114

EXISTINGRESTROOM

A112

EXISTINGKITCHEN

A115

AHU

AHU

AHU

NORTH

02 WING A OVERALL RCP3/32" = 1'-0"

0

4'

8'

16'

24'

TO MAIN BUILDING

CEILING PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS AFFECTING

THIS WORK.

2. FINISH FLOOR DATUM (REFERENCE) = 0'-0" IS TO TOP OF SLAB. REFER TO CIVIL DRAWINGS FORACTUAL FINISH FLOOR ELEVATION. ALL CEILING ELEVATION FINISHES ARE FROM TOP OF SLABUNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL COORDINATE ALL WORK ON THIS SHT. WITH THE DEMOLITION WORK, ANDTHE MECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL AND FIRE PROTECTION DRAWINGS.



6. USE MATERIALS IDENTICAL TO EXISTING MATERIALS. FOR EXPOSED SURFACES, USE MATERIALSTHAT VISUALLY MATCH EXISTING ADJACENT SURFACES INSOFAR AS POSSIBLE. IF IDENTICALMATERIALS ARE UNAVAILABLE OR CANNOT BE USED, USE MATERIALS WHOSE INSTALLEDPERFORMANCE WILL EQUAL OR SURPASS THAT OF EXISTING MATERIALS.

7. LOCATION OF CEILING GRID AND TILES ARE REFERENCED FROM EQUAL DISTANCE BETWEENOPPOSITE WALLS. U.N.O.

8. GYPSUM BOARD CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLATION OFALL SUPPLEMENTAL AND MISCELLANEOUS ITEMS REQUIRED TO ADEQUATELY SUPPORT ALLGYPSUM BOARD DROPS, SOFFITS, CORNICES, ECT. FROM STRUCTURE ABOVE.

9. ALL FINISH CEILING MATERIALS SHALL BE INSTALLED AFTER UTILITIES, HANGARS, SUPPORTS,INSULATION AND MISC. INTERSTITIAL ITEMS ARE INSTALLED.

01

01A510

CORRIDORA100

DOCTOR'SOFFICE

A108

CHARTINGA110

THERAPYA111

NURSESOFFICE

A109

VESTIBULEA112

LOUNGEA103

MEDROOMA105

METER ROOMA104

OFFICEA107

EXISTINGRESTROOM

A106

MECH.A102

ELEVATORLOBBY

A101

CORRIDORA100

WHEELCHAIRSTORAGE

A113DINING

A114

EXISTINGRESTROOM

A112

EXISTINGKITCHEN

A115

02A510

WING A OVERALL PLANA203

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 WING D OVERALL PLAN3/32" = 1'-0"

0

4'

8'

16'

24'

AHU

WH

AHU

TO MAIN BUILDING

ELEVATORLOBBY

D101 CORRIDORD100

DININGD102

EXISTINGRESTROOM

D103

EXISTINGKITCHEN

D104

01A511

01A512

TYP.

01A512

NORTH

02 WING D OVERALL RCP3/32" = 1'-0"

0

4'

8'

16'

24'

AHU

AHU

TO MAIN BUILDING

ELEVATORLOBBY

D101 CORRIDORD100

DININGD102

EXISTINGRESTROOM

D103

EXISTINGKITCHEN

D104

02A511


WORK.










WORK.









01

02A512

WING D OVERALL PLANA204

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 POOL HOUSE FLOOR PLAN3/16" = 1'-0"

0

2'

4'

8'

12'

80

81 82

7879

FIREPLACE

LOUNGE AREA101

01A551

WOMEN'SRESTROOM

103

MEN'SRESTROOM

102

GRILL AREA& CABANAS

100

COVEREDLOUNGE

104

FLOOR PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS AFFECTING THIS

WORK.









FLOOR PLAN NUMBERED NOTES

FURNITURE FOR REFERENCE ONLY, SEE FURNITURE SCHEDULES ON SHEET SERIES A704

NEW FREESTANDING GRILL BY XXXX

TV MOUNTED WITH BOTTOM OF SCREEN AT XX" AFF

EXISTING COLUMNS WRAPPED WITH FAUX WOOD FINISH

NEW OUTDOOR SHOWER HEAD

NEW BOLLARD LIGHTING

SIDEWALK TO LAKE CONTINUES, SEE LANDSCAPE PLANS NOT PART OF THIS SET.

1

2

3

4

4

4

4

4

44

4

4

4

2

11

1

1

1 1

1

1

5

5

8'-3

1 8"

04A301

02A301

04A301

01A301

03A301

A301

5'-0"14'-0"5'-0"

5'-0"14'-0"5'-0"

5'-0

"

5'-0

"

C-14

C-18

T-19T-19

T-18T-18

T-20

T-19T-19

T-19 T-19

C-14

C-14

C-14

C-14

C-14

C-14

C-18 C-18 C-18

C-18

C-18

C-18

C-18

C-16

C-17

C-17

C-18C-18 C-18C-18

6

6 6 6 6 6

66

6

C-16

C-16

C-16C-16

C-16

7

7 7

NORTH

02 POOL HOUSE RCP3/16" = 1'-0"

0

2'

4'

8'

12'

CEILING PLAN NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS AFFECTING THIS

WORK.









CEILING FIXTURE LEGEND

SURFACE MOUNTED LEDFIXTURE

FAN WITH LIGHT

HVAC SUPPLY DIFFUSER

HVAC RETURN DIFFUSER

EXHAUST FAN

*REF. MEP DWGS FOR SPECIFICATION AND DESCRIPTIONOF EACH ITEM

RCP NUMBERED NOTES

NEW GYPSUM CEILING, MATCH EXISTING HEIGHT1

EQ 9'-1034" EQ

EQ6'

-0"

EQEQ

EQ

EQ EQ

EQEQ

EQ EQ

6'-758" 6'-75

8"6'-758" 6'-75

8"

6'-758" 6'-75

8"6'-758" 6'-75

8"

1

11

06A301

POOL HOUSE PLANA205

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 POOL FLOOR PLAN3/16" = 1'-0"

0

2'

4'

8'

12'


WORK.









EXISTING POOL

EXISTING HOTTUB

EXISTINGPLANTERS

C-13

T-19

U-1

C-13

C-13

T-19

U-1

C-13

C-13

T-19

U-1

C-13

C-13

T-19

U-1

C-13

C-18

T-19

C-18

C-18C-18

C-18

T-19

C-18

C-18C-18

C-13

T-19

U-1

C-13

C-13

T-19

U-1

C-13

C-13

T-19

U-1

C-13

C-13

T-19

U-1

C-13

POOL PLANA206

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

ELEVATION NOTES1. REFERENCE SHEET A-001 FOR GENERAL CONDITIONS AND ADDITIONAL REQUIREMENTS AFFECTING THIS

WORK.


3. CONTRACTOR SHALL COORDINATE ALL WORK ON THIS SHEET WITH THE DEMOLITION WORK, AND THEMECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL AND FIRE PROTECTION DRAWINGS.

4. ALL PRE-MANUFACTURED TRIM, MOULDINGS, CLADDING & COMPONENTS SHALL BE FASTENED & ADHEREDTO BUILDING PER MANUFACTURER SPECIFICATIONS TO WITHSTAND DESIGN WIND PRESSURE IDENTIFIEDON STRUCTURAL DRAWINGS.

5. COORDINATE WITH ARCHITECT THE LOCATION OF ALL ADDITIONAL CONTROL JOINTS REQUIRED BUT NOTINDICATED ON PLANS.

6. ALL EXTERIOR SURFACES TO BE PAINTED IN FIELD OR BE PROVIDED WITH FACTORY OR SHOP APPLIEDFINISH AS REQUIRED. ALL COLORS SHALL BE SELECTED BY ARCHITECT, APPROVED BY OWNER.

01 EXTERIOR ELEVATION1/4" = 1'-0"

0

1'

2'

4'

8'02 EXTERIOR ELEVATION

1/4" = 1'-0"

0

1'

2'

4'


1/4" = 1'-0"

0

1'

2'

4'

8'


0

1'

2'

4'


1/4" = 1'-0"

0

1'

2'

4'

8'

NEW FIREPLACEFINISH

OUTDOORTV

5'-8

1 2"

WOOD FRAMEDEXISTING BEAMS


0

1'

2'

4'

8'

3'-4

7 8"

12:1 SLOPE3'-0

"CL

OF

HAN

DRA

IL

1'-0"





10'-1

13 16"

10'-1

13 16"

PAINTEDCONCRETEMANTLE CAP

NEW FIREPLACEFINISH

06 FIREPLACE FINISH DETAIL1/2" = 1'-0"

0

6"

1'

2'

4'

CT-2

CT-3

CT-4

4'-115 16

" O

R TO

NEX

T FU

LL T

ILE

5'-1

7 8" O

R TO

NEX

T FU

LL T

ILE

TO T

OP

OF

SHAF

T

4'-115 16

" O

R TO

NEX

T FU

LL T

ILE

5'-7

" O

R TO

NEX

T FU

LL T

ILE

TO T

OP

OF

SHAF

T

4'-5

5 16"

OR

TO N

EXT

FULL

TIL

E 5

'-91 4"

OR

TO N

EXT

FULL

TIL

ETO

TO

P O

F SH

AFT

EXTERIOR POOLHOUSE ELEVATIONS

A301

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 ENLARGED FIRST FLOOR PLAN1/4" = 1'-0"

0

1'

2'

4'

8'


WORK.









01

02

07

0504

08

06

10

11

09

13

###

14

17

19

18

16 15

A

A

11'-4

1 4"5'

-5"

6'-10

1 2"3'

-8"

2'-2

1 2"

1058"6'-67

8"6'-1118"4'-4"2'-0"8'-4"

7'-10

5 8"3'

-13 4"6'

-101 2"

135°

8'-918"6'-57

8"1'-3"

135°

8'-11

"9'

-03 4"

15'-5" 10'-4" 3'-378" 7'-111

8" 9'-0" 10'-078"



RELOCATED ELECTRICAL POWER PANEL

TV MOUNTED WITH BOTTOM OF SCREEN AT 48" AFF

RELOCATED FIRE ACCESS PANEL

RELOCATED VENDING MACHINE

NEW CAROLINA (MODEL # MM-15472SCDZ) 24" STORAGE LOCKER WITH 2-Z DOORS FLAT TOP (10)

1

2

3

4

1 1

1

1

11

1

1

1

1

11

1

11

LOBBY100

LIBRARY102

DISCOVERYROOM

101

OFFICE104

OFFICE106

OFFICE107

OFFICE108 VESIBULE

103

OFFICE105

OFFICE110

OFFICE109

OFFICE111

BREAKROOM112

HVAC113

HVAC114

33

24

12

1'-378"

1'-35 8"

A A

A

A

AA

A AA

A

A

A

AA

A

AA

1'-65 8"

1'-61 2"

A

01A551

03A551

07A551

05A551

01A552

01A553

3'-3

3 4"

9'-038"7'-103

4"

2'-3

5 8"1'-

27 8"

C-1 C-1 C-1 C-1C-1 C-1 C-1 C-1

C-2 C-2C-2C-2

T-1 T-1

T-2

C-3

T-1 T-1

T-2

C-3

T-4

C-4

C-4

C-4

C-4

C-4

C-5

T-5

C-4C-4

C-5

T-5T-5

T-5

T-5T-5

C-5

T-5

T-5

T-5

T-5

C-5

C-5C-5

T-5

T-5

T-5

C-5

C-5C-4 C-4

C-4

C-4

T-6

C-5

B-1B-1

B-1

B-1

5

6

6

6

5

T-4

C-4

C-4

C-4

C-4

ENLARGED FIRSTFLOOR PLAN

A501

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 ENLARGED FIRST FLOOR PLAN RCP1/4" = 1'-0"

0

1'

2'

4'

8'


WORK.










LAY-IN LED FIXTURE

RECESSED LED DOWNLIGHT

PENDANT LIGHT FIXTURE

WALL SCONCE LIGHT FIXTURE



EXHAUST FAN


+9'-0"B/ACT

RCP NUMBERED NOTES


+9'-0"B/ACT

+9'-0"B/ACT

+9'-0"B/ACT

+9'-0"B/ACT

+9'-0"B/ACT

+9'-0"B/ACT

+9'-0"B/ACT

+9'-0"B/ACT

+9'-0"B/ACT

11

1

LOBBY100

LIBRARY102

DISCOVERYROOM

101

OFFICE104

OFFICE106OFFICE

107

OFFICE108

VESIBULE103

OFFICE105

OFFICE110

OFFICE109OFFICE

111

BREAKROOM112

HVAC113

HVAC114

+9'-10"B/GYP

+9'-10"B/GYP

+9'-10"B/GYP

+9'-10"B/GYP

CHANDELIER LIGHT FIXTURE

1

+9'-10"B/GYP

ENLARGED FIRSTFLOOR RCP

A502

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

66" 66"

66" 66"

66"

66"

66"

66"

66" 66"

NORTH

01 ENLARGED FIRST FLOOR PLAN1/4" = 1'-0"

0

1'

2'

4'

8'

KITCHENNOT IN SCOPE


WORK.









17

21

16

14

15

23

13

20

2724

2526

29

28

31 30

1

1

1

1

HVAC114

ROTUNDA116

CORRIDOR115

MAILCORRIDOR

117

ELECTRICAL120

DINING ROOM121

MEN'S RESTROOM118

HVAC &ELECTRICAL

122

WOMEN'SRESTROOM

119

5'-5

"

7'-914" 5'-0" 13'-23

4"

5'-5

"

5'-5 78 "

10'-9

"

15'-3"

8'-418"

2'-2 12 "

15'-7

"

7'-3 18 "

03A601

D

D

C



RELOCATED ELECTRICAL POWER PANEL


RELOCATED FIRE ACCESS PANEL

PT-2 ACCENT COLOR AT WAINSCOT BELOW CHAIR RAIL

1

2

3

4

05A552

07A552

22

A

A

A

T-8

T-7

T-8T-10

T-9

T-9T-9

T-9

T-10

T-10

T-10

T-9T-9

T-9

T-10 T-10

T-11 T-11

T-11 T-11

T-11T-11

T-11

T-11

T-12

C-6

C-6C-6

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7C-7

C-7

C-7C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7C-7 C-7 C-7 C-7

C-7

C-7

C-7

C-7 C-7 C-7C-7

C-7

C-7

C-7 C-7C-7 C-7

C-7

C-7

C-7C-7C-7

C-7

C-7

C-7

C-7

C-7

C-7 C-7

C-7

C-7

C-7

C-8

C-8

C-8

C-8

C-8C-8

C-8C-8

C-8C-8

5

5

5

5

5

5

5

LVT-1

LVT-1

33

T-21

ENLARGED FIRSTFLOOR PLAN

A503

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 ENLARGED FIRST FLOOR RCP1/4" = 1'-0"

0

1'

2'

4'

8'

KITCHENNOT IN SCOPE


WORK.









HVAC114

ROTUNDA116

CORRIDOR115

MAILCORRIDOR

117

ELECTRICAL120

DINING ROOM121

MEN'S RESTROOM118

HVAC &ELECTRICAL

122

WOMEN'SRESTROOM

119

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-10"B/GYP


LAY-IN LED FIXTURE






EXHAUST FAN


RCP NUMBERED NOTES



1

+9'-10"B/GYP

+9'-2"B/SOFFIT

+9'-10"B/GYP

+9'-2"B/SOFFIT

01A601

ENLARGED FIRSTFLOOR RCP

A504

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 ENLARGED SECOND FLOOR PLAN1/4" = 1'-0"

0

1'

2'

4'

8'

AUDITORIUM201

ARTS &CRAFTS

212

LOUNGE211

LOBBY200

FITCAMP202

C

32

34

3536

37

38

39

40

33

B

D

03A553

2'-1"

8'-3"

A

A


WORK.












1

2

1

1

1

A

A

T-13

T-14 T-14

T-14

T-14

T-13

C-9

C-10C-10

C-10

C-10

C-10

C-10

C-9

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

T-15

T-15

1'-61 2"

2'-71 2"

1'-23

4

"

1'-234" 9'-61

2"

912"

6'-412"

1'-858"

C-19

C-19

C-19

C-19

C-19

C-19

C-19

C-19

C-19

C-19

C-19

C-19

CPT-1

LVT-1 LVT-1

LVT-1

34'-1034"

34'-1034"

16'-6

1 2"

16'-1

03 4"

4'-5

7 8"

4'-3

3 4"4'

-33 4"

4'-334" 4'-57

8"

4'-5

7 8"

4'-578"4'-33

4"

EQUIPMENT INTHIS AREA PERHUR DESIGN

THIS

WAL

L TO

REC

EIVE

FU

LL L

ENG

TH M

IRRO

R

SECOND FLOORENLARGED PLAN

A505

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 ENLARGED SECOND FLOOR RCP1/4" = 1'-0"

0

1'

2'

4'

8'

AUDITORIUM201

ARTS &CRAFTS

212

LOUNGE211

LOBBY200

FITCAMP202


WORK.










LAY-IN LED FIXTURE






EXHAUST FAN


RCP NUMBERED NOTES



MATCH EXISTINGB/ ACT

SECOND FLOORENLARGED RCP

A506

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

WH

NORTH

01 ENLARGED SECOND FLOOR PLAN 1/4" = 1'-0"

0

1'

2'

4'

8'

KITCHEN NOT INSCOPE

SALON203

MEN'SRESTROOM

205WOMEN'S

RESTROOM204

BILLIARDS206

CAFEDINING

207

CAFE208

STORAGE210

OFFICE209

41

35

44

43

42

47

46

48

45

49

33 32

01A554

1

1

1

2


WORK.












1

2

E

A

A

A

A

E

36

50

51

52

T-15

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

T-16

C-7 C-7

C-7

C-7C-7 C-7C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

T-17

T-17

C-20 C-20

C-20

C-20 C-20

C-20

C-11

C-11

C-11

C-12

C-12

C-12

C-12C-12

C-12

10'-0 38 "

2'-11

1 2"

10'-2 78 "

4'-8"

5'-8 38 "

4'-938"

C-5

T-5

C-4

12'-10 14 "

T-15

T-15

T-16

T-16

T-16

T-16

CPT-1

15'-9"EVEN BETWEEN COLUMNS

39'-4

1 2"EV

EN B

ETW

EEN

CO

LUM

NS

15'-2

3 8"

1'-6 14 "

CPT-1

LVT-1

SECOND FLOORENLARGED PLAN

A507

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

C

NORTH

01 ENLARGED SECOND FLOOR RCP1/4" = 1'-0"

0

1'

2'

4'

8'

KITCHEN NOT INSCOPE

SALON203

MEN'SRESTROOM

205WOMEN'S

RESTROOM204

BILLIARDS206

CAFEDINING

207

CAFE208

STORAGE210

OFFICE209


WORK.










LAY-IN LED FIXTURE






EXHAUST FAN



04A601

SECOND FLOORENLARGED RCP

A508

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

AHU

AHU AHU

NORTH

01 ENLARGED WING A DINING ROOM PLAN3/16" = 1'-0"

0

2'

4'

8'

12'NORTH

02 ENLARGED WING A LOUNGE AND OFFICES PLAN3/16" = 1'-0"

0

2'

4'

8'

12'

DOCTOR'SOFFICE

A108

CHARTINGA110

THERAPYA111

NURSESOFFICE

A109

VESTIBULEA112

LOUNGEA103

MEDROOMA105

METER ROOMA104

OFFICEA107

EXISTINGRESTROOM

A106

MECH.A102

ELEVATORLOBBY

A101

CORRIDORA100

WHEELCHAIRSTORAGE

A113

DININGA114

EXISTINGRESTROOM

A112

EXISTINGKITCHEN

A115

A

A

A

11'-5

3 16"

12'-012"

MATCH EXISTING


WORK.









2'-212"

6'-2

1 2"

A

05A553

5655

53

54 57

63

62

61

60

59

64

65

67

66

70

69

68

07A553

58

T-10

C-7

T-9 T-9

T-9T-9

T-9

T-9 T-9

T-9

T-9T-9

T-10

T-10

T-10

C-7C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7C-7

C-7

C-7

C-7C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7C-7

C-7

C-7C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

T-14

T-13

C-9

C-10

C-10

T-14

C-9C-10

C-10

C-10

C-10 C-10 C-10

C-10 C-10

T-13 C-9

T-14

T-14

C-7

A

ENLARGED WING APLANS

A509

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 ENLARGED WING A DINING ROOM RCP3/16" = 1'-0"

0

2'

4'

8'

12'NORTH

02 ENLARGED WING A LOUNGE AND OFFICES RCP3/16" = 1'-0"

0

2'

4'

8'

12'

AHU

AHU AHU

DOCTOR'SOFFICE

A108

CHARTINGA110

THERAPYA111

NURSESOFFICE

A109

VESTIBULEA112

LOUNGEA103

MEDROOMA105

METER ROOMA104

OFFICEA107

EXISTINGRESTROOM

A106

MECH.A102

ELEVATORLOBBY

A101

CORRIDORA100

WHEELCHAIRSTORAGE

A113

DININGA114

EXISTINGRESTROOM

A112

EXISTINGKITCHEN

A115

3'-2

1 2"


WORK.





6. USE MATERIALS IDENTICAL TO EXISTING MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THATVISUALLY MATCH EXISTING ADJACENT SURFACES INSOFAR AS POSSIBLE. IF IDENTICAL MATERIALS AREUNAVAILABLE OR CANNOT BE USED, USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUALOR SURPASS THAT OF EXISTING MATERIALS.


8. GYPSUM BOARD CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLATION OF ALLSUPPLEMENTAL AND MISCELLANEOUS ITEMS REQUIRED TO ADEQUATELY SUPPORT ALL GYPSUMBOARD DROPS, SOFFITS, CORNICES, ECT. FROM STRUCTURE ABOVE.



NEW LAY-IN LEDFIXTURE

NEW RECESSED FLUORESCENTDOWNLIGHT

NEW LED WALL SCONCE LIGHTFIXTURE



EXHAUST FAN


MATCH EXISTINGB/GYP

MATCH EXISTINGB/GYP

ENLARGED WING ARCPS

A510

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

AHU

WH

AHU

NORTH

01 ENLARGED WING D DINING ROOM PLAN3/16" = 1'-0"

0

2'

4'

8'

12'


WORK.









CORRIDORD100

DININGD102

EXISTINGRESTROOM

D103

EXISTINGKITCHEN

D104

A

A

C

6'-4

1 2"

6'-412"

2'-2

1 2"

71

72

73

74

75

76

77

T-10

C-7

C-7

C-7

T-10

T-10

T-10

T-10

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

T-9

T-9

T-9

T-9

T-9

T-9

T-9

T-9

C-7C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

C-7

AHU

AHU

NORTH

02 ENLARGED WING D DINING ROOM RCP3/16" = 1'-0"

0

2'

4'

8'

12'


WORK.









CORRIDORD100

DININGD102

EXISTINGRESTROOM

D103

EXISTINGKITCHEN

D104







EXHAUST FAN


MATCH EXISTINGB/GYP

MATCH EXISTINGB/GYP

ENLARGED WING DPLAN & RCP

A511

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION


WORK.









LOUNGE ANDOFFICE AREA TO

BE FIELDVERIFIED. AREA

TO RECEIVE NEWFINISHES ANDFURNITURE.




OFFICES & LOUNGED105


NORTH

01 ENLARGED WING D PLAN3/16" = 1'-0"

0

2'

4'

8'

12'


WORK.















EXHAUST FAN










NORTH

02 ENLARGED WING D RCP3/16" = 1'-0"

0

2'

4'

8'

12'

ENLARGED WING DPLAN & RCP

A512

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 RECEPTION DESK PLAN1/2" = 1'-0"

0

6"

1'

2'

4'02 RECEPTION DESK ELEVATIONS

1/2" = 1'-0"

0

6"

1'

2'

4'

NORTH

03 TECH SUPPORT PLAN1/2" = 1'-0"

0

6"

1'

2'

4'04 TECH SUPPORT ELEVATIONS

1/2" = 1'-0"

0

6"

1'

2'

4'

NORTH

05 MILLWORK PLAN1/2" = 1'-0"

0

6"

1'

2'

4'06 MILLWORK ELEVATIONS

1/2" = 1'-0"

0

6"

1'

2'

4'NORTH


0

6"

1'

2'


1/2" = 1'-0"

0

6"

1'

2'

4'

02

A

02 C

B

ABC

04

B

A

AB

06

A

08

A

AA

2'-10

"

6"

2'-10

"6"

3'-1"

4"6" 1'-

9"2'

-6"

2'-9

"

5'-0"VIF

EQ EQ

2'-6"

UNDERCOUNTER MINI

FRIDGE

UNDERCOUNTER MINI

FRIDGE

4"

2'-4

1 2"

6"

2'-6

"2'

-10"

2'-0

"

7'-534"

VIF

1'-3" 2'-578" 2'-57

8" 1'-3"

1'-3" 2'-578" 2'-57

8" 1'-3"

2'-6

"

1'-3" 3'-158" 1'-3" 3'-2"1'-3" 5'-9"

1"

2'-2"

1"

3'-6

"

3'-6

"

2'-0

"

1'-17 8"

1'-21 2"

9'-8

"

2'-0"

11'-4"

2'-0

"6'

-85 8"

6'-4" 2'-0"

2'-0

"

2'-0

"

MILLWORK PLANS ANDELEVATIONS

A551

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

NORTH

01 CREDENZA PLAN1/2" = 1'-0"

0

6"

1'

2'

4'02 CREDENZA ELEVATION

1/2" = 1'-0"

0

6"

1'

2'

4'

NORTH

05 PARTITION PLAN1/2" = 1'-0"

0

6"

1'

2'

4'06 PARTITION ELEVATION

1/2" = 1'-0"

0

6"

1'

2'

4'

NORTH

07 PARTITION PLAN1/2" = 1'-0"

0

6"

1'

2'

4'08 PARTITION ELEVATION

1/2" = 1'-0"

0

6"

1'

2'

4'

02

A

06

A

A

A

A

08

A

UNDERCOUNTER MINI

FRIDGE

5'-11

"3'

-3"

3'-11"1'-0"3'-11"

5'-11

"

3'-11"1'-0"3'-11"1'-0"3'-11"

3'-11" 1'-0" 3'-11" 1'-0" 3'-11"

3'-11" 1'-0" 3'-11"

8'-4"

2'-0

"

4"

3'-0

1 2"

6"3'

-6"

EQ2'-2" EQEQ EQ

2'-11

3 8"

PRESENTATION TV

5'-0

"

NORTH

03 CUBBY PLAN1/2" = 1'-0"

0

6"

1'

2'

4'04 CUBBY ELEVATION

1/2" = 1'-0"

0

6"

1'

2'

4'

A

04

A

2'-2

"2'

-5"

6"6"

6"6"

11'-4"

8"8"8"1"

8"8"8"8"8"8"8"8"8"8"8"

11'-4"

8"

WOOD STAINED TOMATCH KWALUESPRESSO FINISH

FROSTED SINGLEPANEL GLASS

WOOD STAINED TOMATCH KWALUESPRESSO FINISH

FROSTED SINGLEPANEL GLASS


A552

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

BREAK ROOM NORTH


0

6"

1'

2'


1/2" = 1'-0"

0

6"

1'

2'

4'

NORTH


0

6"

1'

2'

4'04 MILLWORK ELEVATION

1/2" = 1'-0"

0

6"

1'

2'

4'

NORTH


0

6"

1'

2'


1/2" = 1'-0"

0

6"

1'

2'

4'NORTH


0

6"

1'

2'


1/2" = 1'-0"

0

6"

1'

2'

4'

A

A

AA B

08

A

06

A

B

04

A

02

AFULL SIZE

REFRIGERATOR4"

2'-4

1 2"

2'-10

"1'-

8"4'

-0"

4"

EQEQEQEQEQ

2'-4

"EQ EQ

EQ EQ EQ

12'-6"

2'-0

"

6'-3"

6'-3"

22'-658"

20'-658"

2'-0

"

4"

2'-4

1 2"

2'-10

"1'-

3"2'

-6"

4"

4"2'

-41 2"

2'-10

"6"1'-

3"1'-

9"

6'-0"

1'-238"

EQ EQ

1'-238" EQ EQ

2'-8"

1'-4"

4"

2'-4

1 2"

2'-10

"

6" 1'-3"

2'-6

"

4'-0"

2'-8" 1'-4"

2'-0

"

11'-10"

4"

2'-4

1 2"

2'-10

"

6" 2'-0

"2'

-6"

1'-534" EQ EQ

1'-534"

11'-10"

1'-534" EQ EQ EQ 1'-53

4"

EQ

2'-058"3'-01

8"3'-018"3'-01

8"3'-018"3'-01

8"3'-018"1'-6"

3'-018" 3'-01

8" 3'-018" 2'-51

2" 3'-018" 3'-01

8" 3'-658"

1'-6"

9'-678"

1'-11

"


A553

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION



























































































































































NORTH

01 BAR/BISTRO PLAN1/2" = 1'-0"

0

6"

1'

2'

4'02 BAR/BISTRO ELEVATION

1/2" = 1'-0"

0

6"

1'

2'

4'

EQUIPMENTSCHEDULE

SYMBOL ITEM MANUFACTURER SPEC QUANTITY

01 DRAINBOARD KROWNE KR19-C18R 1

02 UNDERBAR HAND SINK ADVANCE TABCO CR-HS 2

03 BAR SINK ADVANCE TABCO CRB-53C 1

04 UNDERBAR ICE MACHINE W/ BIN ICE-O-MATIC ICEU146 1

05 UNDERCOUNTER FREEZER TRUE TC-27F-ADA-HC 1

06UNDERCOUNTER GLASSREFRIGERATOR TRUE TUC-27G-LP-HC~FGD01 1

07 UNDERCOUNTER REFRIGERATOR TRUE TUC-27-ADA-HC 1

08 STAINLESS STEEL TABLE ADVANCE TABCO TSS-303 1

09 LIQUOR STORAGE ADVANCE TABCO CRLR-18 1

10 REFRIGERATED TRAY TABLE TURBO AIR PST-48-18-D4-N 1

11 ICE BIN REGENCY 600IB1824 1

12 DELI CASE TURBO AIR TCDD-36H-W-N 1

13 ICE CREAM DIPPING CABINET TURBO AIR TIDC-26W-N 1

14 DOUBLE COFFEE BREWER BUNN CWTF-TWIN-APS 1

15 ICED TEA BREWER BUNN ITB-BC 1

16 BLENDER TBD 2

17 TOASTER TBD 1

18 OVEN TURBO CHEF 2

19 COOKIE OVEN OTIS 1

20 ESPRESSO MACHINE LA MARZOCCO LINEA PB 2 GROUP 1

21 ICE MACHINE MANITOWOC RNF-0620a 1

22SINK W/ UNDERCOUNTERDISHWASHER EAGLE UDT-4R-14/3 1

23

24

13

10

02

03

09

0114

05

15

04

26

20

02

11

17

12

16

16

18

18

19

06

07

13 10

14

05

15

04 26

2017 16 161818

06 07

1219

02 03 0901 0211 12

03 BAR/BISTRO ELEVATION1/2" = 1'-0"

0

6"

1'

2'

4'

04 BAR/BISTRO ELEVATION1/2" = 1'-0"

0

6"

1'

2'

4'

A55402A554 0304

9'-6

7 8"3'

-23 8"

6'-8

"

2'-83

8"

7'-1

1 2"

2'-0"

3'-378"

8'-7

7 8"

2'-8"

SCRIBE TO WALL

SCRIBE TO WALL

E

E

22

21

ENLARGED BAR PLAN& ELEVATIONS

A554

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

C

01 TYPICAL ELEVATOR LOBBY PLAN3/8" = 1'-0"

0

1'

2'

4'

6'


WORK.









C-9

C-10 C-10

CPT-1LVT-1CPT-2

TRANSITION,TYPICAL IL

TRANSITION,TYPICAL IL

LVT IN FRONT OF RESIDENTENTRY AT ALL IL BUILDINGS.CARPET THROUGHOUT ALLAL-BUILDING CORRIDORS

CPT INHALLWAYS

03A552

TYPICAL ELEVATORLOBBY PLAN

A555

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

01 UNISEX RESTROOM PLAN1/2" = 1'-0"

0

6"

1'

2'

4'02 MENS RESTROOM

1/2" = 1'-0"

0

6"

1'

2'

4'

02 MENS RESTROOM1/2" = 1'-0"

0

6"

1'

2'

4'

02

A

B

C

D 03

A

D

C

B

3'-4

"

3'-6" 1'-0"

1'-0" 3'-6"

3'-0

"

3'-0

"

1'-6"

1'-6"

2'-10

"

4'-0

"

1'-6"

2'-11

"

11'-0

"

10'-9"

D

1

2

F

A

1

TOILET ACCESSORY LEGENDBASIS OF DESIGN: 'BOBRICK' OR 'BRADLEY' WASHROOM ACCESSORIES

18"W X 30"H FIXED POSITION TILT MIRRORB-293 1830

2

3

TOILET ACCESSORIES SHOWN ARE BASIS OF DESIGN ONLY, FOR BUDGETINGPURPOSES. CONTRACTOR MUST COORDINATE DIRECTLY WITH OWNER FORTYPE AND STYLE PRIOR TO ORDERING. ACCESSORIES MUST BE INACCORDANCE WITH ALL APPLICABLE ADA REQUIREMENTS.

TOILET FIXTURE & ACCESSORIES KEYED NOTES

THE HIGHEST OPERABLE PART OF DISPENSERS AND RECEPTACLES SHALL BE NO GREATER THAN 48"ABOVE FINISH FLOOR.

MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN40" ABOVE FINISH FLOOR.

LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER TOP NO HIGHER THAN 34" ABOVE FINISHFLOOR. PROVIDE A CLEARANCE OF AT LEAST 29" ABOVE FINISH FLOOR TO THE BOTTOM OF THE APRON.

THE DIAMETER OF THE GRIPPING SURFACE OF THE GRAB BAR SHALL BE 1 1/4"Ø TO 1 1/2"Ø. THE GRABBAR SHALL HAVE A 1 1/2" CLEARANCE FROM THE WALL. THE LENGTH OF THE GRAB BARS ARE ASSHOWN.THE HEIGHT OF HANDICAPPED WATER CLOSETS SHALL BE 17"-19" MEASURED TO THE TOP OF THETOILET SEAT ABOVE FINISH FLOOR AND SHALL HAVE AN 18" CLEARANCE ON EACH SIDE FROM CENTERLINE OF WATER CLOSET. FLUSH CONTROL MUST BE MOUNTED ON THE WIDE SIDE OF TOILET NO MORETHAN 44" HIGH.

THE TOILET PAPER DISPENSER SHALL BE MOUNTED SO THAT THE DISPENSING HEIGHT OF THE PAPERSHALL HAVE A CLEARANCE OF NOT LESS THAN 15" AND NO MORE THAN 48" FROM THE FINISH FLOORAND THE CENTER LINE BETWEEN 7" AND 9" FROM THE FRONT EDGE OF THE TOILET.

1. CONTRACTOR TO PROVIDE TOILET SIGNAGE TO COMPLY WITH ADA, AND IBC 2017 FOR BUILDINGCONSTRUCTION AND LOCAL ORDINANCES & REQUIREMENTS. ADA SIGN SHALL BE INSTALLED ON THE WALLADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING HEIGHT SHALL BE 60" A.F.F.

2. HOT WATER & DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDER LAVATORIES.

3. PROVIDE ALL STRUCTURAL BACKING TO BRACE TOILET ACCESSORIES AND EQUIPMENT.

4. DIMENSIONS ARE FROM FINISH SURFACE.

GENERAL TOILET FIXTURE & ACCESSORIES NOTES

SURFACE MOUNTED TOILET TISSUE DISPENSER FOR SINGLE ROLLB-685

STAINLESS STEEL GRAB BAR 1-1/2" DIAMETERB-6806 X 42 B-6806 X 36

F

D

E

C

B

A

BC

D

AB

C

3

TEAK BENCHES. SEEFURNITURESCHEDULE

NOTE: DIMENSIONS ON THE SHEET TO FINISH FACE OF WALLS.

03 WOMENS RESTROOM1/2" = 1'-0"

0

6"

1'

2'

4'

45

4 SURFACE MOUNTED PAPER TOWEL DISPENSERB-359039

5 SURFACE MOUNTED SOAP DISPENSERB-2111

1'-6"

2'-11

"

11'-0

"

10'-9"

2'-10

" 3'-6

"

2'-0"1'-0"

C L

6"

1'-6"

D

E

03 WOMENS RESTROOM1/2" = 1'-0"

0

6"

1'

2'

4'

A

BCD

CT-1


3'-4

"

2'-10

"

1

BCCT-1

5'-10"



2'-0" 1'-0"

C L

6"

1'-6"

E

CT-1D

5'-10"

CT-1

CT-1CT-1

CT-1

CT-1

ENLARGED RESTROOMPLANS & ELEVATIONS

A556

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

01 AXONOMETRIC DINING ROOM CEILING DETAIL1/2" = 1'-0"

0

6"

1'

2'

4'8"

FINISH WOOD TOMATCH FURNITUREFINISH AS SPECIFIED

2"

2"

10'-5

"

MAT

CH W

IDTH

OF E

XIST

ING

COFF

ER

15'-5"

MATCH LENGTH OF EXISTING COFFER

LAY-INPANEL NOM. 2'

CROSS TEE

HANGER WIRE

MAIN BEAM

NOM. 4'CROSS TEE

02 ACT CEILING DETAIL1/2" = 1'-0"

0

6"

1'

2'

4'

05 MAILBOX DETAIL 1" = 1'-0"

0

3"

6"

1'

2'

ADJACENT WALLTYPE AS SCHEDULED

55-9

/16"

ROU

GH

OPE

NIN

G14

1/8"

FRO

M F

IN F

LOO

R

17"ROUGH OPENING

NATIONAL MAILBOXESVERSATILE 4C FRONTLOAD MAILBOX

ARCHED DRYWALL,SCRIBE TO EXISTINGCOLUMN

ARCHED STEELSTUD

STUDS 16" OC

5"

R2'-0"

04 CAFE COLUMN DETAIL1-1/2" = 1'-0"

0

3"

6"

12"

18"

SALSBURYU.S. MAIL

SALSBURYU.S. MAIL

SALSBURYU.S. MAIL

SALSBURYU.S. MAIL

SALSBURYU.S. MAIL

SALSBURYU.S. MAIL

SALSBURYU.S. MAIL

SALSBURYU.S. MAIL

03 MAILBOX ELEVATION3/4" = 1'-0"

0

6"

1'

2'

3'

05A601

EACH LOCKER UNIT CONTAINS 20 LOCKEDMAILBOXES AND 2 PARCEL LOCKERS

8 TOWERS160 MAILBOXES16 PARCEL LOCKERS

DETAILSA601

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

AutoCAD SHX Text

OUTGOING MAIL

AutoCAD SHX Text

OUTGOING MAIL

AutoCAD SHX Text

OUTGOING MAIL

AutoCAD SHX Text

OUTGOING MAIL

AutoCAD SHX Text

OUTGOING MAIL

AutoCAD SHX Text

OUTGOING MAIL

AutoCAD SHX Text

OUTGOING MAIL

AutoCAD SHX Text

OUTGOING MAIL

01 MILLWORK DETAIL - RECPTION DESK1" = 1'-0"

0

3"

6"

1'

2'

3'-6

"

1'-0"

1-1/2" SOLID SURFACEWATERFALL COUNTER

(AS SCHEDULED)

PLASTIC LAMINATE(AS SCHEDULED)

2"x6" WOODBLOCKING


3" DIA. GROMMETSFOR FUTUREELECTRICAL CORDS

1"x2" WOODBLOCKING

2"x6" WOODBLOCKING

PLASTIC LAMINATETOP (AS SCHEDULED)1'-4"

2"

1"x4" WOODBLOCKING

2'-10

"

1'-0"


(AS SCHEDULED)



3" DIA. GROMMETSFOR FUTUREELECTRICAL CORDS

1"x2" WOODBLOCKING

2"x6" WOODBLOCKING

PLASTIC LAMINATETOP (AS SCHEDULED)

1"x4" WOODBLOCKING

2"x6" WOODBLOCKING


0

3"

6"

1'

2'03 MILLWORK DETAIL - RECPTION DESK

1" = 1'-0"

0

3"

6"

1'

2'

2'-0"


(AS SCHEDULED)

3'-6

"

5"4"

CABINET DRAWER &DOOR PULL

DOOR PULL

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK


0

3"

6"

1'

2'

2'-0"


(AS SCHEDULED)

3'-6

"

4"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK

2"x4" WOODBLOCKING

1/8" DIA. GROMMETS FORFUTURE ADJUSTABLESHELVING

1/8" DIA. GROMMETS FORFUTURE ADJUSTABLESHELVING

05 MILLWORK DETAIL - VESTIBULE1" = 1'-0"

0

3"

6"

1'

2'

3'-0

"

2'-0"

2'-6

"

1-1/2" SOLIDSURFACE COUNTER

(AS SCHEDULED)

2"x4" WOODBLOCKING

PLASTIC LAMINATEBACKER


1/8" DIA. GROMMETSFOR ADJUSTABLESHELVING

1"x3" WOODBLOCKING

1"x2" WOODBLOCKING

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK

1"x3" WOODBLOCKING

1"x3" WOODBLOCKING

1"x2" WOODBLOCKING


4"

06 MILLWORK DETAIL - VESTIBULE1" = 1'-0"

0

3"

6"

1'

2'

3'-0

"

2'-0"

2'-6

"

4"5"

DOOR PULL1"x3" WOODBLOCKING

1"x3" WOODBLOCKING

1"x2" WOODBLOCKING


DOOR PULL


(AS SCHEDULED)


DOOR PULL


1"x2" WOODBLOCKING

TOE KICK

07 MILLWORK DETAIL - BAR/BISTRO1" = 1'-0"

0

3"

6"

1'

2'08 MILLWORK DETAIL - BAR/BISTRO

1" = 1'-0"

0

3"

6"

1'

2'

2'-10

"

3'-4"4"

5"

2"x4" WOODBLOCKING



1"x3" WOODBLOCKING

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

EXISTING WALL TOREMAIN



1"x2" WOODBLOCKING

2"x4" WOODBLOCKING

1"x3" WOODBLOCKING


TOE KICK


DOOR PULL



(AS SCHEDULED)

2"x4" WOODBLOCKING

1"x3" WOODBLOCKING


3'-1

1 2"

2'-9"

1"x3" WOODBLOCKING

1"x2" WOODBLOCKING

1-1/2" STAINLESSSTEEL COUNTER

(AS SCHEDULED)

09 MILLWORK DETAIL - TECH SUPPORT1" = 1'-0"

0

3"

6"

1'

2'

2'-0"2"

2'-6

"

3" DIA. GROMMET FOR FUTUREELECTRICAL CORDS.

PLASTIC LAMINATECOUNTERTOP(AS SCHEDULED)

3" DIA. GROMMET FOR FUTUREELECTRICAL CORDS.

MILLWORK DETAILSA602

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 23 2021





100% REVIEWNOT FOR

CONSTRUCTION

01 MILLWORK DETAIL - LOBBY1" = 1'-0"

0

3"

6"

1'

2'02 MILLWORK DETAIL - LOBBY

1" = 1'-0"

0

3"

6"

1'


1" = 1'-0"

0

3"

6"

1'


1" = 1'-0"

0

3"

6"

1'

2'

05 MILLWORK DETAIL - LOBBY1" = 1'-0"

0

3"

6"

1'

2'06 MILLWORK DETAIL - DISCOVERY RM.

1" = 1'-0"

0

3"

6"

1'

2'07 MILLWORK DETAIL - DISCOVERY RM.

1" = 1'-0"

0

3"

6"

1'

2'

2'-0"

1-1/2" SOLID SURFACECOUNTER

(AS SCHEDULED)

3'-6

"

4"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK

2"x6" WOODBLOCKING


1'-0"

2'-6

"

4"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK (BEYOND)

2"x6" WOODBLOCKING



(AS SCHEDULED)

1-1/2" SOLID SURFACECOUNTER (ASSCHEDULED)

1'-5"

61 2"


08 MILLWORK DETAIL - DISCOVERY RM.1" = 1'-0"

0

3"

6"

1'

2'

09 MILLWORK DETAIL - BREAK ROOM1" = 1'-0"

0

3"

6"

1'

2'10 MILLWORK DETAIL - BREAK ROOM

1" = 1'-0"

0

3"

6"

1'


1" = 1'-0"

0

3"

6"

1'


1" = 1'-0"

0

3"

6"

1'

2'

1'-0"

2'-6

"

4"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK

2"x6" WOODBLOCKING



(AS SCHEDULED)


1'-5"

61 2"


63 8"11

3 16"

2'-6

"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK (BEYOND)

2"x6" WOODBLOCKING



2'-1"

61 2"


2'-6

"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK

2"x6" WOODBLOCKING



2'-1"

61 2"


63 8"11

3 16"

4"

2'-0"


(AS SCHEDULED)

3'-6

"

4"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK

4" HT. SOLID SURFACEBACKSPLASH (AS

SCHEDULED)



2'-0"


(AS SCHEDULED)

3'-6

"

4"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK


SCHEDULED)



DOOR PULL


2'-0"


(AS SCHEDULED)

3'-6

"

4"

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING

TOE KICK


SCHEDULED)



DOOR PULL

47 8"73 4"

73 4"1'-

35 8"

2'-10

"

2'-0"

2'-6

"

4"

63 16

"

1"x3" WOODBLOCKING

1"x3" WOODBLOCKING

1"x2" WOODBLOCKING


DOOR PULL


(AS SCHEDULED)


DOOR PULL


1"x2" WOODBLOCKING

TOE KICK

2"x4" WOODBLOCKING



1"x3" WOODBLOCKING

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING


2'-10

"

2'-0"

2'-6

"

4"2'

-43 8"

1"x3" WOODBLOCKING

1"x3" WOODBLOCKING

1"x2" WOODBLOCKING


DOOR PULL


(AS SCHEDULED)


DOOR PULL


1"x2" WOODBLOCKING

TOE KICK

2"x4" WOODBLOCKING



1"x3" WOODBLOCKING

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING


2'-10

"2'-0"

2'-6

"

4"

1"x3" WOODBLOCKING

1"x3" WOODBLOCKING

1"x2" WOODBLOCKING


DOOR PULL


(AS SCHEDULED)



1"x2" WOODBLOCKING

TOE KICK

2"x4" WOODBLOCKING



1"x3" WOODBLOCKING

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING


63 16

"6

3 16"

63 16

"87 8"

2'-10

"

2'-0"

4"2'

-43 8"


(AS SCHEDULED)


DOOR PULL


1"x2" WOODBLOCKING

TOE KICK

2"x4" WOODBLOCKING


1"x3" WOODBLOCKING

1"x2" WOODBLOCKING

1"x3" WOODBLOCKING


1'-5"DOOR PULL

1"x3" WOODBLOCKING

1"x3" WOODBLOCKING

1"x2" WOODBLOCKING


MILLWORK DETAILSA603

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

01 DOOR TYPES1/4" = 1'-0"02 FRAME TYPES

1/4" = 1'-0"

2" 20ga HM FRAME

F1

+4" DOOR WIDTH

+2"

DO

OR

HEI

GH

T

20 GA HMDOOR INTERIOR

D2

SEE

SCH

EDU

LE

SEE SCHEDULE

FITCAMP ENTRYALUMINUM DOUBLE ENTRY

SEE

SCH

EDU

LE

SEE SCHEDULE

6"

D1

GLAZING

GENERAL DOOR SCHEDULE NOTES:1. EXIT DOORS SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT USE OF A KEY, TOOL, SPECIAL KNOWLEDGE

OR EFFORT. DEVICES SHALL BE CAPABLE OF OPERATING WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. HARDWARE REQUIRED FORACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48 INCHES ABOVE FINISH FLOOR.

2. DOOR CLOSERS TO BE SET AT MAXIMUM OF 5 LBF.

3. THRESHOLDS: CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND NOT MORE THAN 1/2" MAX. IN HEIGHTSHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

4. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR AND BE LEVER TYPE.

5. ALL HARDWARE WILL BE "SCHLAGE" WITH A SATIN CHROME FINISH, UNLESS OTHERWISE NOTED.

6. THE MAIN EXIT DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES ROM THEEGRESS SIDE PROVIDED THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED. A READILY VISIBLEDURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THISDOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1 INCH HIGHON A CONTRASTING BACKGROUND.

GLAZING NOTES:1. ALL GLASS & GLAZING SHALL COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER PRODUCT SAFETY

COMMISSION SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (16-CFR PART 1201).

2. ALL GLAZING, GLAZING SYSTEMS, COMPONENTS & CLADDING SHALL MEET THE DESIGN WIND PRESSURESSPECIFIED IN COMPLIANCE WITH FBC 16.06.16.1 WINDOW & DOOR MANUFACTURERS TEST REPORTS &INSTALLATION DETAILS SHALL BE INCLUDED AS PART OF PERMIT SUBMITTAL. SUBMIT SHOP DRAWINGS OFALL DOORS, GLAZING & HARDWARE FOR REVIEW.

3. ALL GLAZING WITHIN 24" OF DOOR SHALL BE SAFETY GLASS. ALL GLAZING IN HAZARDOUS LOCATIONS SHALLBE TEMPERED FOR IMPACT RESISTANCE.

HARDWARE GROUPS

HARDWARE GROUP D (POCKET DOOR)· JOHNSON HARDWARE POCKET DOOR 1500SC

SEIRES SOFT CLOSE POCKET DOOR FRAME KIT· SHLAGE POCKET DOOR PULL

DO

OR

#

DO

OR

THIC

KNES

S

DO

OR

TYPE

DO

OR

MAT

ERIA

L

FRAM

ETY

PE

FRAM

EM

ATER

IAL

DO

OR

WID

TH

DO

OR

HEI

GH

T

COMMENTS

MATERIALS AND FINISHESDOOR SCHEDULE

DO

OR

FIN

ISH

FRAM

EFI

NIS

H

01

03

HAR

DW

ARE

TYPE

04

02

05060708091011

1314

12

15161718192021

2324

22

25262728293031

3334

32

35363738394041

4344

42

45464748495051

5354

52

55565758596061

6364

62

65666768697071

7374

72

75767778798081

EXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN

1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D11 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1

AA

EXISTING TO REMAIN

SPARE NUMBER1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A

1 3/4"3'-0" HM PAINT HM PAINT7'-0" D1 D1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A1 3/4"6'-0" HM PAINT HM PAINT7'-0" F1D1 C1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A

HARDWARE GROUP C (BIFOLD DOOR)· JOHNSON HARDWARE SIDE MOUNTED BI-FOLD

DOOR HARDWARE KIT· APC SERIES LADDER STYLE CLOSET/CABINET PULL,

STAINLESS STEEL

F2

+4" DOOR WIDTH

+2"

DO

OR

HEI

GH

T

2" EXTERIOR DOORFRAME

HARDWARE GROUP A (OFFICE DOORS)

SQUARE BALL BEARING SECURITY HINGES, SIZE &QUANTITY AS REQ'D PER DOOR MNFCT'R SPECS,BRUSHED S.S.· SCHLAGE AL SERIES LEVER SET, JUPITER LEVERSTYLE. AL53PD PRIVACY FUNCTION.· HINGE PIN DOOR CLOSER, SATIN NICKEL. SK50S· DHK4U26D: 4" KICKDOWN HOLDER, BR. CHROME· TRIMCO 1229A: ROUND RUBBER DOORSILENCERS, GRAY

HARDWARE GROUP B (RESTROOM)

· SQUARE BALL BEARING PRIVACY HINGES, SIZE &QUANTITY AS REQ'D PER DOOR MNFCT'R SPECS,BRUSHED S.S.

· SCHLAGE AL SERIES LEVER SET, JUPITER LEVERSTYLE. AL53PD ENTRANCE FUNCTION.

· DC703BCAL: UNIVERSAL DOOR CLOSER,ALUMINUM

· DHK4U26D: 4" KICKDOWN HOLDER, BR. CHROME· PEMKO 293100CNB: BRUSH GASKETING SWEEP W/

NYLON BRUSH INSERT, CLEAR ANODIZED ALUM.· TRIMCO 1229A: ROUND RUBBER DOOR SILENCERS,

GRAY· ALUM. DRIP EDGE

1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A

1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A


1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 AEXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING TO REMAIN

RELOCATED EXISTING DOOR

EXISTING TO REMAIN

EXISTING TO REMAINEXISTING TO REMAIN

EXISTING TO REMAIN



EXISTING TO REMAIN



1 3/4"6'-0" ALUM ANOD7'-0" SEXISTING TO REMAIN

ALUM ANOD

HARDWARE GROUP S (GLAZING DOOR)· PER KAWNEER STANDARDS

1 3/4"3'-0" HM PAINT HM PAINT7'-0" D1 DEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN


1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A




82

EXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN

1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A1 3/4"3'-0" HM PAINT HM PAINT7'-0" F1D1 A

EXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN

EXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN


5/8" GYPSUM WALL BOARD(WATER RESISTANT GWB TO BE USED INRESTROOMS OR WITHIN 24" OFPLUMBING FIXTURES)

SUSPENDED CEILING GRIDW/ACOUSTICAL TILES OR GWB WHERESCHEDULED (SEE CEILING PLAN ANDDETAILS)

EXTEND KICKERS TO DECK EVERY 48"AND AT WALL TERMINATION

BASE BOARD TRIM AS SCHEDULED (SEEINTERIOR ELEVATIONS, FINISH PLANAND SCHEDULES

6" 20ga. METAL STUDS @ 16" O.C.

5/8" GYPSUM WALL BOARD(WATER RESISTANT GWB TO BE USED INRESTROOMS OR WITHIN 24" OFPLUMBING FIXTURES)


3-5/8" 20ga. METAL STUDS @ 16" O.C.

SUSPENDED CEILING GRIDW/ACOUSTICAL TILES OR GWB WHERESCHEDULED (SEE CEILING PLA N ANDDETAILS)

SOUND BATT INSULATION


EXTEND KICKERS TO DECK EVERY 48"AND AT WALL TERMINATION

C

BA

5/8" GYPSUM WALLBOARD

EX'G WALLCONSTRUCTION

CONTINUE TO DECK

BLOCKING @ 8'


3-5/8" 20ga. METAL STUDS @ 16" O.C.


03 WALL DETAILS1" = 1'-0"

0

3"

6"

1'

2'

D



3-5/8" 20ga. METAL STUDS @ 16"O.C.SOUND BATT INSULATION

BLOCKING AS REQUIRED

SOLID SURFACE CAP ASSCHEUDLED

6" INPRO CHAIR RAIL ASSCHEDULED+3'-0"

CL/CHAIR RAIL

E



3-5/8" 20ga. METAL STUDS @ 16"O.C.SOUND BATT INSULATION

BLOCKING AS REQUIRED

HEIGHT AS INDICATEDON INTERIORELEVATIONS

6"6"

GYP BOARD

HOLLOW METALFRAME

SEALANT @PERIMETER, MATCHFRAME COLOR

DOOR

H1

J1

GYP BOARD

HOLLOW METALFRAME


DOOR

H2

J2

0

1"

2"

4"

8"

12"04 HEAD/JAMB DETAILS

3" = 1'-0"

HOLLOW METALFRAME

DOOR

HOLLOW METALFRAME

DOOR

GYP BOARD


GYP BOARD


DOOR SCHEDULE &WALL DETAILS

A701

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

6'-412"

RO

6'-4"

CALL OUT: B FRAME MATERIAL: ALUMINUM

HARDWARE FINISH: ALUMINUM ANODIZED

HARDWARE TYPE: S

GRILLES / SCREENS: NONE

GLAZING: PILKINGTON OPTIFLOAT GLAZING OR EQUAL

FRAME FIN EXT: CLEAR ANODIZED

FRAME FIN INT: CLEAR ANODIZED

TYPE: INTERIOR STOREFRONT

MNFR. / PRODUCT:KAWNEER / TRIFAB 400, 4 X 1 3/4" FRAME(OR EQUAL)

T/ RO+9'-1/4"

T/FF+0'-0"

6'-11

"NOTES:

9'-612"

RO

9'-6"

CALL OUT: C FRAME MATERIAL: ALUMINUM


HARDWARE TYPE: N/A







NOTES:

CALL OUT: D FRAME MATERIAL: ALUMINUM


HARDWARE TYPE: N/A







NOTES:2'

-1"

T/ RO+9'-1/4"

T/FF+0'-0"

6'-11

"2'

-1"

EQ EQ EQ

6'-11

"2'

-1"

T/ RO+9'-1/4"

T/FF+0'-0"

2'-712"

RO

2'-7"

CALL OUT: A FRAME MATERIAL: ALUMINUM


HARDWARE TYPE: N/A


GLAZING: 1/4" TEMPERED VIRACON CLEAR



TYPE: EXTERIOR WINDOW

MNFR. / PRODUCT:KAWNEER OPTIQ® AA®4325 SERIES WINDOWS

NOTES:

T/ RO+6'-1/2"

T/FF+0'-0"

2'-11

3 4"3'

-03 4"

RO3'-0

"

4'-434"

RO

4'-4"

12'-1014"

RO

12'-10"

CALL OUT: E FRAME MATERIAL: ALUMINUM


HARDWARE TYPE: N/A







NOTES:

EQEQEQEQ

T/ RO+9'-11"

T/FF+0'-0"

VIF

3'-3

"6'

-9"

RO6'-8

1 2"

GLAZING SCHEDULE

A702

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

TAG MANUFACTURERDESCRIPTION SPEC COMMENTS

FURNITURE SCHEDULE

T-1

T-2

T-3

T-4

T-5

UPHOLSTERYSIDE TABLE

NAME

KWALU LIMINA LIMTBLOX

COFFEE TABLE KWALU LIMINA LIMTBL6X

SPARE NUMBER

ROUND TABLE KWALU CRDTBLB1S

DESK

ROUND TABLE KWALUT-6

T-7

T-8

T-9

T-10

T-11

T-12

T-13

T-14

T-15

T-16

T-17

T-18

T-19

T-20

COFFEE TABLE

SPARE NUMBER

SQUARE DINING TABLE

RECTANGULAR DININGTABLERECTANGULAR DININGTABLELARGE ROUND DININGTABLECOFFEE TABLE

SIDE TABLE

RECTANGULAR DININGTABLEROUND DINING TABLE

CARD TABLE

OUTDOOR COUNTER TABLE

OUTDOOR SIDE TABLE

OUTDOOR COFFEE TABLE

C-1

C-2

C-3

C-4

C-5

OUTDOOR ROCKING CHAIR KWALU

PERLETTO PER111LOUNGE CHAIR KWALU

PERLETTO PER211LOVE SEAT KWALU

KWALU

KWALUC-6

C-7

C-8

C-9

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

LOVESEAT

LOUNGE CHAIR

BAR CHAIR

TV CHAIR

OUTDOOR CHAISE LOUNGE

BENCH

OUTDOOR LOUNGE CHAIR

OUTDOOR DINING CHAIR

AREZZO ARER1P

KWALU SCARIA SCIASTLB211

SUMMER CLASSICS

KWALU

KWALU

KWALU

KWALU

MEETING CHAIR

OFFICE CHAIR

LOUNGE CHAIR

DINING CHAIR

DINING BENCH

OUTDOOR SOFA

ANTILLO ANB11

C-19 STACKING CHAIR

KWALU

KWALU

KWALU

KWALU

FURNITURE SHOP

KWALU

KWALU

KWALU

KWALU

POTTERYBARN

KWALU

T-21 HOSTESS STAND

B-1 BOOKCASE HAYNEEDLE

C-20

C-21 SPARE NUMBER

CAFE CHAIR

C-22 SPARE NUMBER

KNOLL ANTENNA DESK

CARRARA

LUMIO BASE LUM113TABLE TOPS ROUND D136RWASNOLA NLATBLBO

T-8 DROP LEAF DINING TABLE BISTRO

TABLE TOPS SQUARE D1484BUS3055FRLEGS SHAKER

KNOLL REMIX

CARRARA CRG201BH

DIAMANTE DIAM1111

LEVANZO LE112

PERLETTO PER211

PERLETTO PER111

KWALU CARRARA CRGH

BALI TEAK CHAISE 2943 + Finish#

SUMMER CLASSICS CLUB TEAK BACKLESSBENCH

2854 + Finish#

SUMMER CLASSICS BALI TEAK LOUNGE 2952 + Finish#

SUMMER CLASSICS BALI TEAK SOFA 2953 + Finish#

KWALU ADELFIA STACK ADSTK11

SCIARA CAFE SCIA1111

BENCHWRIGHT ROUNDPOKER TABLE

POTTERYBARN

MONTALLEGRO MON8SH

ALTOLIA ALTTBLB1

80" ROUND W/VENETIANPEDESTAL, LAZY SUSAN

TABLE TOPS ROUND D136RWASLUMIO BASE MEDIUM LUM113

ALTOLIA ALTTBLA1

SUMMER CLASSICS CLUB TEAK 36" ROUND

SUMMER CLASSICS

SUMMER CLASSICS

CLUB TEAK BASE2858 + Finish2849 + Finish

CONCEPTS IN WOOD

QUANTITYWOOD FINISH

FULL TURN 65060 THUNDER ESPRESSO

FULL TURN 65060 THUNDER ESPRESSO

NATURAL TEAK

SUMMER CLASSICS TEAK SIDE CHAIR

SUNBRELLA - 5452-0000 CANVAS SAPPHIRE BLUE 54"

NATURAL TEAK

NATURAL TEAKSEAT CUSHION: EQUATOR- 65898 PERENNIAL

ZANZIBAR - 65880 Scuba

BATIK - 65886 HERON MAHOGANY

EDDY 65004 COBBLESTONE ESPRESSO

CIRRO - 64531 KREMESEAT & BACK: SPRINT - 64038 ABYSS

ESPRESSO

ESPRESSO

DART- 63653 PEAT

DART- 63653 PEAT NATURAL TEAK

NATURAL TEAK

SEAT CUSHION: JUXY 2.0 - JUX10 CRYSTALLINESEAT BACK: TESSUTO- TES234 PALAZZOBLOCK PARTY - 61775 TOP HAT

ESPRESSO

ESPRESSO

ESPRESSO

ESPRESSO

ESPRESSO

RUSTIC WALNUT (V2)

BATIK- 65892 PHANTOM

BACK: BATIK - 65892 PHANTOMSEAT: SATCHEL - SAT33 ONYX

ESPRESSO

ESPRESSO

BLOCK PARTY - 61775 TOP HAT ESPRESSO

ESPRESSO

CROQUET TEAK

NATURAL TEAK

ESPRESSO

ESPRESSO

BLOCK PARTY - 61775 TOP HAT

CATALINA

OUTER CHAIR PANELS: ARTISAN- 65067 CHIFFONSEAT BACK AND CUSHION: BATIK- 65890 IMPERIAL

U-1

U-1

OUTDOOR UMBRELLACANOPYOUTDOOR UMBRELLA BASE

KWALU

KWALU

CB-1 EXECUTIVE CABANA 8'x8' SUNBRELLA - 5452-0000 CANVAS SAPPHIRE BLUE 54"

ESPRESSO

ESPRESSOOUTER CHAIR PANELS: ARTISAN- 65067 CHIFFONSEAT BACK AND CUSHION: BATIK- 65890 IMPERIAL

SPARE NUMBER

4

2

0

2

12

1

1

0

25

15

8

1

4

8

5

5

2

2

16

1

8

4

2

17

39

3

6

16

8

6

20

16

10

3

204

10

2

74

1

4

0

6

0

2

8

8

2

0

FURNITURE SCHEDULE

A703

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

GENERAL FINISH NOTES:1. ALL FINISHES MUST BE SUBMITTED TO OWNER AND DESIGNER FOR APPROVAL PRIOR TO PURCHASE

AND/OR INSTALLATION.

2. USE COORDINATED, TINTED PRIMER THROUGH-OUT

3. PAINT COLORS BY OWNER

4. ALL PAINTED SURFACES TO RECEIVE ONE COAT PRIMER & TWO COATS OF FINISH PAINT MINIMUM. "ALLEXTERIOR, INTERIOR AND DEMISING WALLS SHALL BE METAL FRAMED. SHEETROCKED, FIREPROOFED ASREQUIRED BY CODE, FINISHED, TAPED AND SANDED SMOOTH. PRIMED AND READY FOR PAINTCONDITION." PER LANDLORD'S WORK DESCRIPTION

5. CONCRETE FLOORS TO BE PROTECTED DURING ALL PHASES OF CONSTRUCTION. MINIMIZE DAMAGE ANDSAW CUTS TO ENSURE THE FINAL APPEARANCE OF A SMOOTH, CONCRETE FINISH.

INTERIOR FINISH LEGENDSYMBOL MATERIAL MNFCTR SPEC NOTES

PT-1 PAINT SHERWINWILLIAMS

DIMENSIONS

NOTE:1. ALL WALL, FLOOR, AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.22. ALL QUESTIONS REGARDING FINISH LOCATIONS MUST BE ASKED BEFORE PROCEEDING.3. FINISHES ARE FOR PRICING PURPOSES ONLY. FINISHES HAVE NO BEEN SEEN OR APPROVED BY TENANT AT THIS

TIME. BEFORE PROCEEDING, CONFIRMATION OF APPROVAL MUST BE GIVEN AND ALL FINISHES MUST MEETMINIMUM CODE REQUIREMENTS.

4. LEVEL 4 FINISH AT WALLS THROUGHOUT.5. ALL PAINED SURFACES TO RECEIVE ONE COAT PRIMER & TWO COATS OF FINISH PAINT MINIMUM.6. INTERIOR WALL AND CEILING FINISH SHALL BE AS FOLLOWS (FBC T.803.9 UNSPRINKLERED)

a)EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS Ab)CORRIDORS: CLASS Bc)ROOMS AND OCCUPIED SPACES: CLASS Cd)INTEIROR FLOOR FINISH (FBC 804.2): CLASS I & IIe)BASE (FBC 806.6): CLASS II

PT-2 PAINT

LVT-1 LUXURY VINYL TILE SHAW QUIET COVERTIMBER

CPT-2

SHERWINWILLIAMS

LAM-1 PLASTIC LAMINATE FORMICA

SS-1 SOLID SURFACE CORIAN

6"

CPT-1 CARPET GATHER BATIK TILE, TIMELESS

SW 7604 SMOKY BLUE

SW 7005 PURE WHITE

WB-1

WP-1

WALL BASE

WALL PROTECTION

JOHNSONITE

INPRO

SHAW

CARPET SHAW

TBD

PALLADIUMDESIGNER WHITE

LINEN, TIMELESS

PLANKED COFFEE OAK

GLACIER WHITE

FIRST FLOOR FINISH SCHEDULE

ROOM # ROOM NAME FLOORINGWALLS

CEILINGMILLWORK

VERTICAL HORIZONTAL

100 LOBBY

104 OFFICE

106 OFFICE

107 OFFICE

108 OFFICE

109

110

111

112 BREAKROOM

113 HVAC

114 HVAC

115 CORRIDOR

116 ROTUNDA

117 CORRIDOR

118

119 WOMEN'SRESTROOM

CT-1 CERAMIC TILE DALTILE INDUSTRIAL PARK, LIGHT GREY

MAIN WALLS ACCENT WALL

LVT-1 LAM-1 SS-1PT-1 PT-2 GYP-1/PT-3

RUB-1 RUBBER FLOOR ECORE BURNISHED NICKEL

120

MEN'SRESTROOM

6" x 6"

12" x 12"

PT-3 PAINT SW 7007CEILING BRIGHT WHITE

SHERWINWILLIAMS

INSIDE AND OUTSIDECORNER PIECES TO BE USED

105 OFFICE

101DISCOVERY

ROOM CPT-2

103 VESTIBULE LVT-1

ACT-1 LAY IN ACOUSTICALTILE CALLAARMSTRONG

GYP-1 GYPSUM CEILNIG TBDTBD

121 DINING ROOM

200 LOBBY

201 AUDITORIUM

202 FITCAMP

203 SALON

204 WOMEN'SRESTROOM

205 MEN'SRESTROOM

206 BILLIARDS

207 CAFE DINING

208 CAFE

209 OFFICE

210 STORAGE

211 LOUNGE

212 ARTS ANDCRAFTS

A100 CORRIDOR

A101 ELEVATOR LOBBY

A102 MECHANICAL

A103 LOUNGE

A104 METER ROOM

A105 MED ROOM

A106 EXISTINGRESTROOM

A107 OFFICE

A108 DOCTOR'S OFFICE

A109 NURSES OFFICE

A110 CHARTING

A111 THERAPY

A112

A113 WHEELCHAIRSTORAGE

A114 DINING

A115 EXISTINGKITCHEN

D100 CORRIDOR

D101 ELEVATOR LOBBY

D102 DINING

D103 EXISTINGRESTROOM

D104 EXISTING KITCHEN

--

100 GRILL AREA &CABANAS

104

WOMEN'SRESTROOM

101 LOUNGE AREA

103

MEN'SRESTROOM

BASE PROTECTION

WB-1 WP-1

PT-1 PT-2 WB-1 WP-1 LAM-1 SS-1GYP-1/PT-3


CEILINGMILLWORK

VERTICAL HORIZONTALMAIN WALLS ACCENT WALL BASE PROTECTION


CEILINGMILLWORK



CEILINGMILLWORK



CEILINGMILLWORK


SECOND FLOOR FINISH SCHEDULE

WING A FINISH SCHEDULE

WING D FINISH SCHEDULE

POOL HOUSE FINISH SCHEDULE

CPT-2 PT-1 WB-1

-- --WB-1PT-1

-- --

CPT-2 PT-1 WB-1

CPT-2 PT-1 WB-1

CPT-2 PT-1 WB-1

CPT-2 PT-1 WB-1

--

--

--

--

--

--

--

--

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

-- --

-- --

-- --

-- --

-- --

-- --

OFFICE

OFFICE

OFFICE

CPT-2 PT-1 WB-1

CPT-2 PT-1 WB-1

PT-1 WB-1

--

--

--

--

--

-- ACT-1

ACT-1

ACT-1

-- --

-- --

-- --LVT-1

PT-1 WB-1 ---- ACT-1LVT-1 LAM-1 LAM-2

LAM-2 PLASTIC LAMINATE

122HVAC &

ELECTRICAL

102

COVEREDLOUNGE

PT-1 WB-1 ---- ACT-1

-- --

LVT-1

------ -- -- -- -- --

------ -- -- -- -- --

------ -- -- -- -- --

------ -- -- -- -- --

-- -- --

------ -- -- -- -- --

------ -- -- -- -- --

------ -- -- -- -- --

------ -- -- -- -- --

------ -- -- -- --

LVT-1 PT-1 PT-2 GYP-1/PT-3WB-1 WP-1



-- -- --

ELECTRICAL

LVT-1/CPT-1 LAM-1 SS-1PT-1 PT-2 GYP-1/PT-3WB-1 WP-1

-- --

-- --

-- --

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1/CPT-2

RUB-1

CPT-2

LVT-1/CPT-2

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-2

WP-2

PT-2

--

--

--

--

--

--

--

--

--

WB-1

WB-1

WB-1

WB-1

WB-1

WB-1

WB-1

WB-1

WB-1

WB-1

WB-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

--

--

CT-1

CT-1

ACT-1

ACT-1

ACT-1

GYP-1/PT-3

GYP-1/PT-3

GYP-1/PT-3

GYP-1/PT-3

GYP-1/PT-3

GYP-1/PT-3

GYP-1/PT-3

GYP-1/PT-3

GYP-1/PT-3 LAM-1 SS-1

LAM-1 SS-1

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

LVT-1/CPT-2 PT-1 PT-2 WB-1 WP-1 -- --

LVT-1/CPT-2 PT-1 PT-2 WB-1 WP-1 GYP-1/PT-3 -- --

LVT-1/CPT-2 PT-1 PT-2 WB-1 WP-1 -- --

LVT-1/CPT-2 PT-1 PT-2 WB-1 WP-1 GYP-1/PT-3 -- --

LVT-1/CPT-2 PT-1 PT-2 WB-1 WP-1ACT-1/

GYP-1/PT-3

ACT-1/GYP-1/PT-3

ACT-1/GYP-1/PT-3

ACT-1

ACT-1/GYP-1/PT-3

ACT-1/GYP-1/PT-3

------ -- -- -- -- --

LVT-1/CPT-2

------ -- -- -- -- --

ACT-1/GYP-1/PT-3PT-1 WB-1 WP-1--LVT-1

LVT-1 PT-1 WB-1 WP-1--

PT-1 WB-1 WP-1--

RUB-1

RUB-1 PT-1 WB-1 WP-1

PT-1 WB-1 WP-1PT-2

EXISTINGRESTROOM ------ -- -- -- -- --

PT-1 WB-1 WP-1--LVT-1ACT-1/

GYP-1/PT-3

PT-1 WB-1 WP-1LVT-1ACT-1/

GYP-1/PT-3PT-2

PT-1 WB-1 WP-1LVT-1ACT-1/

GYP-1/PT-3PT-2

------ -- -- --

--

-- --

CT-1

CT-1

CT-1

CT-1

--

--

--

--

--

--

GYP-1/PT-3

GYP-1/PT-3

LAM-1 SS-1

LAM-1 SS-1

CT-2 CERAMIC TILE STP

COLOR STORY, ICE WHITE

4" X 16"

CT-3 CERAMIC TILE STP COLOR STORY, STABLE 4" X 16"

CT-4 CERAMIC TILE STP

COLOR STORY, NAVY

4" X 16"

ALL AREAS UON

ALL AREAS UON

SEE PLANS FOR LOCATIONS

SEE PLANS FOR TRANSITIONLOCATIONS

-- -- -- -- -- --

CT-1 -- --GYP-1/PT-3

--

CT-2/CT-3/CT-4

--

-- -- ---- -- --PAV-1 PAVERS BELGARD TITANIUM PAV-1

PT-1 -- WB-1

102 LIBRARY CPT-2 PT-1 WB-1 WP-1 GYP-1/PT-3-- -- --

E

A

B

C

D

BUILDING STYLE UPPER PANEL NOTES

ALL ELEVATORS

LVT-1

LVT-1

PT-1

PT-1

WB-1

WB-1

GYP-1/PT-3

GYP-1/PT-3

CT-1

CT-1VELA AMERICAN

WALNUT 0555 CASTLE 0256

LOWER PANELCAPACITY CEILING

STAINLESSPAN PERIMETER

HANDRAILS

FLAT 4 INCH3 WALLS, BENT88" W x 111" D

VELA

VELA

VELA

VELA

FLOOR

88" W x 111" D

88" W x 111" D

88" W x 111" D

88" W x 111" D

AMERICANWALNUT 0555

AMERICANWALNUT 0555

AMERICANWALNUT 0555

AMERICANWALNUT 0555

CASTLE 0256

CASTLE 0256

CASTLE 0256

CASTLE 0256

FLAT 4 INCH3 WALLS, BENT








WP-2 WALL PROTECTION INPRO PALLADIUM, RIGID SHEETDESIGNER WHITE

WP-1

D105

D106

OFFICES &LOUNGE

OFFICES &LOUNGE

CT-1 -- --GYP-1/PT-3--PT-1 -- WB-1

CT-1 -- --GYP-1/PT-3--PT-1 -- WB-1

FINISH LEGEND &SCHEDULE

A704

COPYRIGHT STATEMENT



PROJECT NAME:


--


NC License: 13155




Orlando, FL 32803407-745-5300





OCT 22 2021





100% REVIEWNOT FOR

CONSTRUCTION

veranda club - planhubapp.s3-us-west-2.amazonaws.com

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