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07-316R-001GENERAL NOTES: i. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION, AND THE ZONING REQUIREMENTS OF THE CITY OF 50UTH MIAMI AND OTHER APPLICABLE MUNICIPAL REQUIREMENTS, AND THE BASE BUILDING SPECIFICATIONS. 2. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIALS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF ANY EXISTING AND NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR VERIFICATION BEFORE PROCEEDNG WITH WORK ANY DISCREPANCY IN DIMENSIONS OR SPECIAL MODIFICATICN5 REQUIRED DUE TO FIELD CONDITIONS SHALL BE REPORTED IN WRITNG TO THE ARCHITECT FOR CLARIFICATION, OR APPROVAL OR MODIFICATION BEFORE COMMENCING WORK THE RESPONSIBILITY FOR ANY CHANGES MADE IN THE FIELD WITHOUT PRIOR NOTIFICATIONS TO THE ARCHITECT SHALL REST WITH THE CONTRACTOR OR ANY OTHER PERSON APPROVING SUCH CHANGE. 3, THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THESE DRAWINGS AS DATED ON THIS SHEET. 4. THE AIA GENERAL CONDITIONS, THE SUPPLEMENTARY GENERAL CONDITIONS, AND GENERAL REQUIREMENTS SHALL BE CCNSIDERED AN INCLUSIVE PART OF THESE SPECIFICATIONS AND OR DRAWINGS. ALL SUBCONTRACTORS, AS WELL AS THE GENERAL CONTRACTOR, SHALL BE "OVERNED BY ALL APPLICABLE SECTIONS Cr- THESE DOCUMENTS WITH REFERENCE TO THEIR RESPECTIVE AREAS OF WORK IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ADVISE HIS SUBCONTRACTORS AND SUPPLIERS OF THESE REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE WITH RESPECT TO ALL EXISTING FIELD CONDITIONS AND TO HAVE FULLY EXAMNED THE COMPLETE SET OF ARCHITECTURAL DRAWINGS AS PREPARED BY OTHERS, AND SHALL BE RESPONSIBLE FOR THE COORDINATION AND INSERTION OF THIS DRAWING SET, AS IS INCLUDED AS PART OF THE ORIGINAL DRAWINGS PACKAGE. LOCATION PLAN -FOURTH FLOOR 1/20'=1'-0' 6.THE GENERAL CONTRACTOR SHALL LOCATE ALL GENERAL REFERENCE POINTS AND TAKE ORDINARY PRECAUTIONS TO PREVENT THEIR DISRUPTION. EACH PRIME SUBCCNTRACTOR SHALL BE RESPONSIBLE FOR ALL LINES, ELEVATIONS, MEASUREMENTS AND OTHERS AS MAY BE REQUIRED OF AND FOR HIS WORK. HE SHALL BE RESPONSIBLE FOR VERIFYING ALL FIGURES AND DETAILS SHOWN ON THE DRAWINGS, WHICH RELATE TO HIS WOW, PRIOR TO LAYING OUT THE WORK HE SHALL BE HELD RESPONSIBLE FOR ANY ERROR RESULTING FROM HIS FAILURE TO TAKE SUCH PRECAUTIONS. 1. DIVISIONS OF THE WORK FOR SUBCONTRACTING PURPOSES SHALL BE AS PER THE GENERAL CONTRACTOR'S DIRECTION. B. IT SHALL BE THE RESPONSIBILITY OF ALL THE SUBCONTRACTORS TO HAVE EXAMINED AND REVIEWED THE COMPLETE SET OF WORKING DRAWINGS AND/OR SPECIFICATIONS AND TO PROVIDE ALL LABOR AND MATERIAL FOR THEIR RESPECTIVE AREA TO WORK FOR A COMPLETE AND FINISHED INSTALLATION IN COMPLIANCE WITH THE INTENT OF THE DRAWING AND/OR SPECIFICATIONS, WHETHER IT 15 INDICATED OR NOT. ALL WORK WHETHER INDICATED OR NOT, SHALL BE IN COMPLIANCE WITH ALL BUILDING CODES AND ORDINANCES WHICH ARE APPLICABLE TO THE PROJECT. 3 SUBCONTRACTORS SHALL COOPERATE WITH EACH OTHER AND WITH THE GENERAL CONTRACTOR 70 PROVIDE MATERIAL AND LABOR THAT ARE NECESSARY IN EACH OTHER'S WORK AT THE PROPER TIMES 50 THAT THE CONSTRUCTION SCHEDULE 15 NOT AFFECTED. THIS INTERFACING SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTORS WHOSE WORK IS AFFECTED AS SUCH. 10. ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTORS N STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 11. PRODUCT MANUFACTURERS INDICATED IN SCHEDULE AND OR PLANS WERE SELECTED BASED ON QUALITY, STYLE, SIZE, COLOR ETC, AND ARE NOT INTENDED TO RESTRICT COMPETITIVE BIDDING. PRODUCTS 'EQUAL TO' INTENDED TO BE USED AS SUBSTITUTES ARE SUBJECT TO THE ARCHITECT'S APPROVAL N WRITING PRIOR TO PRODUCT NSTALLATION. 12. THIS DRAWING PACKAGE iS BASED ON DOCUMENTS, 5PECIFICATICN5 AND RELATED INFORMATION PROVIDED BY OILNER/TENANT AND/OR OWNER/TENANT'S AGENT. 13. THE DESIGN INIFOWATION INDICATED ON PLANS 15 INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM IN ACCORDANCE WITH ALL PRODUCT MANUFACTURER'S SPECIFICATIONS, EXISTING AND/OR PROPOSED, BUILDING DESIGN, FIELD CONDITIONS, ETC. ALL MISCELLANEOUS MATERIALS, PARTS, DESIGN DIMENSIONS, WHETHER INDICATED ON PLANS OR NOT, SHALL BE INCLUDED AS PART OF THIS DRAWING PACKAGE. 14. ARCHITECT SHALL BE NOTIFIED PRIOR TO STARTUP OF CONSTRUCTION, SHOULD EXISTING FIELD CONDITIONS VARY FROM DRAWINGS BY GREATER THAN 2'. 15, THE GENERAL CONTRACTOR OR SUBCONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL MATERIALS AND ITEMS COMMONLY REFERRED TO A$ 'DEBRIS' OR DETERMINED BY THE ARCHITECT AS REFUSE 16. THE GENERAL CONTRACTOR SHALL HAVE HAD MADE ALL REQUIRED PROVISIONS FOR THE REMOVAL OF DEBRIS FROM THE SITEt HAVING CHARGES, DUMPING FEES, ETC, N HIS ORIGINAL BID SUBMISSION. 11. REMOVE ANY OTHER 17EM OR CONSTRUCTION AS REQUIRED TO ACCOMPLISH ALL NEW WORK AND/OR REVISION WORK TO EXISTING AREAS AS SHOWN OR DESCRIBED EL5EWERE IN THE CONTRACT DOCUMENTS. 16, THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL 51GNAGE, BARRICADES, FENCING, LIGHTING, ETC. A$ REQUIRED FOR THE PREVENTION OF PERSONAL INJURIES TO THE OWNERS, ITS EMPLOYEES, REPRESENTATIVES, CLIENTELE, OR OTHERS WITHIN THE AREAS OF CONSTRUCTION. 19. PROTECTIVE DEVICES TO BE INSTALLED SHALL COMPLY WITH THE REQUIREMENTS OF ALL LOCAL, STATE AND NATIONAL GOVERNING CODES, THE BUILDING OWNER GUIDELINES, AND OTHER GOVERNNG FORMS OF AUTHORITY. THE GENERAL CONTRACTOR SHALL TAKE ORDINARY PRECAUTIONS TO PREVENT THEIR DISRUPTION DURING THE COURSE OF WORK 20. GENERAL CONTRACTOR SHALL TAKE ORDINARY PRECAUTIONS TO SECURE AND PROTECT MATERIALS TO BE RELOCATED OR WAREHOUSED. 2L PRIOR TO THE START OF ANY WOK THE CONTRACTOR SHALL SECURE ALL PERMITS, LICENSES, UTILITY CONNECTION CONFIRMATIONS, GOVERJMENTAL APPROVALS, ETC., NECESSARY FOR FULL COMPLETION OF THE PROJECT. 21. PANTING: SHERWIN WILLIAMS OR APPROVED EQUAL. (1) EXTERiOR 1 COAT MASONRY PRIMER, 2 COATS EXTERIOR LATEX. (2) INTERIOR: (COLORS TO BE SELECTED BY OWNER/ARCHITECT) DRYWALL SURFACES- 1 COAT PRIMER -SEALER, 2 COATS FINISH LATEX. WOOD SURFACES: I COAT PRIMER, 2 COATS ENAMEL OR STAINED AND SEALED, SEE FINISH SCHEDULE. 23. GENERAL CONTRACTOR SHALL PROVIDE ALL OF THE REQUIRED METAL FRAMING, WOOD BLOCKING AND PLYWOOD BACKNG NECESSARY BETWEEN CONCRETE SLABS, ROOF TRUSSES, CONCRETE BLOCK OR METAL PARTITIONS FOR THE SUPPORT OF ALL EQUIPMENT, SUSPENDED LIGHT FIXTURES, DEMISING WALLS, LIGHT TRACTS, VALANCES, PLUMBING (FIXTURE5 AND ACCESSORIES FOR EXACT LOCATION COORDINATE WITH CURER ARCHITECT). 24. CAULKING AND SEALANTS: INSTALLED SHALL BE GUARANTEED WATERTIGHT. EXTERIOR METAL WORK INCLUDING WINDOWS AND D00RFRAME6 AND ALL JUNCTIONS BETWEEN MASONRY, CONCRETE AND METAL SHALL BE SEALED WITH NEOPRENE OR POLYURETHANE FILLER AND APPROVED SEALANT COMPOUNDS. ALL INSTALLATION TO CONlFORN1 WITH MANUFACTURE'S SPECIFICATIONS AND REQUIREMENTS. A. INTERIOR WORK: SONNEBORN, INC. 'IKAULKIT' OR APPROVED EQUAL. B. EXTERIOR WORK: F'�LYSULFIDE BASE SEALANT (ONE PART) COMPOUND THIOKOL CHEMICAL CORP' OR APPROVED EQUAL. 25.GENERAL CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES. THEY MUST BE VERIFIED AS TO THEIR EXACT LOCATIONS SO THAT NO INTERFERENCE BY DISRUPTION WILL BE CAUSED. DAMAGED THAT MAY BE CAUSED BY THE CONTRACTOR OR 5000NTRACTORS TO ANY OF THE ABOVE MENTIONED SHALL BE REPAIRED BY HIM AND LEFT N AS GOOD CONDITION AS THE EXISTING PRIOR TO DAMAGING. 2b. GYPSUM WALLBOARD: SHALL CCNFORM TO THE REQUIRED OR SPECIFIED UNDERWRITERS LABORATORY (UL) ASSEMBLY SEE PARTITION SCHEDULE ALL GYPSUM WALLBOARD SHALL MANUFACTURED BY UL APPROVED COMPANIES. INSTALLATION SHALL MEET THE FOLLOWING: A ? OR 5/3 INCH THICK BY 48 WIDE BY HEIGHT REQUIRED APPLIED VERTICALLY ON FURRING STRIPS AT N51DE OF EXTERIOR MASONRY WALLS AT CEILING AS INDICATED. B. GYPSUM BOARD PARTITIONS SHALL BE ERECTED AS SHOWN ON THE PLANS OR CALLED FOR IN THE WALL SCHEDULE. ALL JOINTS SHALL BE LOCATED SO THAT THE PANELS OPPOSITE ONE ANOTHER SHALL FALL ON ALTERNATE STUDS. ALL JOINTS SHALL BE TAPED SPACKLED AND FINISHED SMOOTH. C. ALL GYPSUM BOARD CONSTRUCTION SHALL BE ERECTED PLUMB, LEVEL, SQUARE, STRAIGHT AND SECURELY INSTALLED WITH ALL SEAMS TO BE VERTICAL. ALL JOINTS ON EXPOSED SURFACES SHALL BE FLUSH, TIGHT, AND NEATLY CUT AND CLOSELY FIT AT OPENINGS FOR THE WORK OF OTHER TRADES AT THE INTERSECTIONS OF GYPSUM BOARD AND OTHER MATERIALS. D. METAL CORNER BEAD SHALL BE USED AT ALL EXPOSED CORNERS AND ENDS. E. ALL RESTROOMS SHALL USE MOISTURE RESISTANT BOARD 'GREEN BOARD' AT ALL AREAS WITHIN V-0' OF ANY PLUMBING FIXTURE. F. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 21. PROVIDE GALVANIC INSULATION BETWEEN ALL D1551MILAR METALS. 26. THE GENERAL CONTRACTOR SHALL FILL WITH CONCRETE ALL OF THE BROKEN CONCRETE BLOCK CELLS AT ALL INTERIOR AND EXTERIOR MASONRY WALLS CAUSED BY ANY OF THE GENERAL CONTRACTOR'S OR SUB CONTRACTOR'S UJORKERS DURING THE INSTALLATION OF PLUMBING, ELECTRICAL, AIR CONDITIONING OR MECHANICAL PIPES SLEEVES, CONDUITS, BOXES, EQUIPMENT AND/OR ACCESSORIES DURING THE CONSTRUCTION OF T14I5 PROJECT. 29. ALL OF THE ITEMS BELOW SHALL HAVE PRODUCT CONTROL APPROVAL AND/OR SEPARATE BUILDING PERMIT FOR EACH ITEM (WHEN APPLICABLE) N COMPLIANCE WITH THE FLORIDA BUILDING CODE. ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. I. ANCHORS 21. DOORS 2. AWNINGS/SUN SHADES 22. STEEL JOISTS 3. 23. WOOD CONNECTORS 4. CANOPIES 24. PREFABRICATED FENCES 5. COOLERS AND FREEZERS 25. ROOFING, VENTILATORS, TURBINE5,VENT5 6. 1. GARAGE DOORS B. GLASS BLOCKS 2b. SCREEN ENCLOSURES 9. INSULATION (NON -ROOFING) 21. SCREEN ROOM AND WIND BREAKERS 10. METAL AND SANDWICH PANELS 26. SHEDS 4 MANUFACTURED BUILDINGS II. METAL ROOF SYSTEMS 29. SHUTTERS 12. NAIL 4 WOOD FASTENERS 30. SKYLIGHTS SUCH 13. PASS T44RCUGW DEVICES 31. SOLAR HEATERS 14. PASSAGE DOORS 32. SOLAR PHOTOVOLTAIC ARRAYS 15. PLASTICS 33. SPAS (EXTERIOR) I6. PLASTIC PLUMBING FIXTURES 34. TRUSS PLATES 11. PLUMBING MATERIAL 35. VENEERED LUMBER APPLIANCES, POOL CHLORINATORS, 36. VINYL SIDING AND SOFFIT GLASS 4 ELECTRICAL POOL HEATERS 31. WINDOWS Ie. PREFABRICATED BEAMS 35, WOOD TRUSSES 19. PREFABRICATED POOLS 39. SIGNS 20. PREFABRICATED RAILINGS (STAIRS 4 BALCONIES) FIRE DEPARTMENT NOTES: PROVIDE ONE (1) 5 POUND, 2AI0BC, UL. RATED, A55 TYPE FIRE EXTINGUISHER PER 2,500 SF. LOCATION AND QUANTITY TO BE APPROVED BY FIRE DEPARTMENT FIELD INSPECTOR. NEW AND EXISTING DOORS SHALL COMPLY WITH NFPA 1012003 SECTION 1 2J5.1 AND FLORIDA ACCESSIBILITY CODE (CUR�NT EDITION AS MANDATED BY THE MUNICIPALITY) IF THE PROJECT HAS FIRE SPRINKLERS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PULL SEPARATE PERMIT FOR THE FULLY AUTOMATED FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PROVIDE FIRE SPRINKLER SHOR DRAWINGS SIGNED AND SEALED BY A FLORIDA STATE REGISTERED ENGINEER FOR A O1NER'5 APPROVAL. WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE 2004 CHAPTER 9 AND NEFA 1012003 STANDARDS. REQUIRED ONE HOUR RATED GLASS WALLS SHALL CONFORRI1 NFPA 101 (2003 EDITION), SECTION 5.1. ALL FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE EFFECTIVE EDITION JANUARY 1, 2005 SECTION 10) INTERIOR FINISHES. ALL FNISHES SHALL COMPLY WITH NFPA 101 2003 tjJ_p1,�dG GHALL Lt: L COD. FIRE SPRINKLER NOTES: IF EXISTING SPRINKLERS ARE LOCATED WITHIN THE BUILDING. THE SPRINKLER CONTRACTOR IS TO CONFIRM ALL EXISTING CONDITIONS AND PROVIDE SPRINKLER PROTECTION TO ALL RENOVATED AREAS INDICATED ON THIS PLAN. FIRE SPRINKLER SYSTEM SHALL CONFORRI TO NF.P.A, STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIGNED AND SEALED DRAWINGS BY A LICENSED SPRINKLER ENGINEER FOR PERMIT. FIRE SPRINKLER PLANS MUST BE APPROVED BY FIRE MARSHALL PRIOR TO ISSUE OF BUILDING PER1'IIT. THE SPRINKLER SYSTEM SHALL BE SUPERVISED AS REQUIRED. SPRINKLER CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT OR AUTHORIZED AGENCY PRIOR TO WORKING ON THE BUILDING SPRINKLER SYSTEM. ALL SPRINKLER HEAD LOCATIONS SHALL BE COORDINATED WITH ALL OTHER CEILING ITEMS SUCH AS LIGHTING, HVAZ, GRILLES, ARCHITECTURAL MEMBERS, ETC. PIPING SHALL BE COORDINATED WITH HVAC DUCTS, LIGHTS, ETC. AND WHERE REQUIRED 5HAL,- BE RELOCATED TO ACCOMMODATE SAME. BUILDING LOCATION FINISH NOTES: FINISH WORK SHALL BE SMOOTH, FREE FROM ABRASION, TOOL MAWS, RAISED GRAIN, ETC. ON EXP05ED SURFACE. ALL FASTENNGS AND ATTACHMENTS SHALL BE FULLY CONCEALED FROM VIEW. USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE OR CANNOT BE USED WHERE EXPOSED 5UW-ACES ARE INVOLVED, USE MATERIAL THAT MATCH EX15TNG ADJACENT SURFACES TO THE FULLEST EXTENT P0551BLE WITH REGARD TO VISUAL EFFECT, USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUAL OR SURPASS THAT OF EXISTING MATERIALS. PRIOR TO ORDERING FINISH MATERIALS, CONTRACTOR SHALL SUBMIT CURRENT PRODUCTION B'XB' MNIMUM SAMPLE OF EACH FINISH MATERIAL, AND A SAMPLE FOR EACH COLOR OR FINISH, SPECIFIED, INCLUDING BUT NOT LIMITED TO PANT (IB'XIB'), WALL COVERING, CARPET, MARBLE, TILE, VCT, ETC., TO ARCHITECT / OWNER FOR APPROVAL. GYPSUM WALL BOARD DESIGNATED TO RECEIVE WALL COVERINGS SHOULD BE PREPARED WITH ONE COAT OF ULTRA -HIDE PVA PRIMER SEALER, COLOR TO BEND WALL COVERING COLOR ALL SURFACES DESIGNED TO BE PANTED SHALL BE PERFECTLY DRY AND SMOOTH BEFORE APPLICATIONS OF COVERINGS. WALL MARKINGS MUST BE SUFFICIENTLY SEALED BEFORE APPLICATION OF FINISH MATERIAL 50 AS TO PREVENT BLEED - THROZA PANTED SURFACES SHALL RECEIVE ONE PRIMER COAT, TINTED TO BE SHADE OFF THE COLOR OF THE FINISH COAT, AND SUFFICIENT FINISH COATS TO PROPERLY COVER SURFACE PRIME ALL SURFACES ACCORDING TO MANUFACTURER'S SPECIFICATIONS PRIOR TO APPLICATION OF PANT. WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS ONE FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACE OF UNIFORM COLOR AND APPEARANCE. REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS, IF NECESSARY TO ACHIEVE UNIFORM COLOR AND APPEARANCE. PROPERLY PREPARE SURFACES ACCORDING TO MANUFACTURER'S RECOMMENDED APPLICATION OF SPECIFIED FINISHES AND IN ACCORDANCE WITH BEST TRADE PRACTICE. CONTRACTOR TO CAULK ALL WINDOWS AND STOREFRONTS PRIOR TO PANTING FLOORS SHALL BE INSPECTED FOR DAMAGE, WARPAGE OR OTHER NOTICEABLE DEVIATIONS, PATCHED AND LEVELED. FLOORS SHALL BE SMOOTH AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR FINISHES ALL CONTIGUOUS CARPET, WALL COVERINGS, AND FABRICS OF THE SAME SPECIFICATION MUST BE FROM ONE DYE LOT AND MUST MEET INDUSTRY STANDARD TOLERANCE FOR SIDE MATCH DOOR SURFACES FACING THE PUBLIC CORRIDOR TO BE FINISHED TO MATCH BUILDING STANDARD CORRIDOR DOORS, FINISH METAL DOOR FRAMES ON TENANT AND CORRIDOR SIDES TO MATCH BUILDING STANDARD DA T LIST OF DRAWINGS ^ ^ ^ ^ ^ ^ A100 LOCATION PLAN AND GENERAL -NOTES = _ A101 FLOOR PLAN AND A102 A103.A A103.B A104 E-1 FP-1 M-1 M-2 P-1 REFLECTED PLAN FLOORING PLANLING AND SCHEDULES FIRST WALL TYPES AND DETAILS PAGE DETAILS INTERIOR ELEVATIONS ELECTRICAL PLAN FIRE PROTECTION PLAN MECHANICAL PLAN MECHANICAL PLAN PLUMBING PLAN R E D LOCATION PLAN- S.W. 57TH COURT BETWEEN S.W. 73RD AND 74TH STREES CITY OF SOUTH MIAMI, FLORIDA N.T.S. LEGAL DESCRIPTION Z m m R 0 A D S. T. LOT 70. LESS THE WEST 5.00 FEET, AND LOTS 71, 72, 73, AND 74, LESS THE WEST 5.00 FEET, 'W.A. LARKIN'S SUB -DIVISION', ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3 AT PAGE 198, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SECTION 36, TOWNSHIP 54 SOUTH, RANGE 40 EAST DICKERSONp.A. W. DATE %-VMN N0. DATE %-Vom DRAVANG TTTLE: LOCATION PLAN -� "' AND NOTES OFFICE CONDO BUILDOUT R�:,a� SUITE 400 FOURTH FLOOR PLAZA 57 sov n 'i143 SCALE- SM %EET DATES 02-15-07 100Y. cde 7301 S.W. 57TH COURT . �.,, �, PROJECT NO 2007.2 DMWM NO CITY OF SOUTH MIAMI SOUTH MIAMI, FLORIDA 33143 `•. '' NVWW. .COIN A 100 : • • • • . , -�.-=4.