ARCH_SILVER_LAKES_NORTH.pdf

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CONSTRUCTION

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SILVER LAKES PARK SOCCER FIELD AND PAVILION

CITY OF PEMBROKE PINES

2300 NW 172ND AVE, Pembroke Pines, FL 33029

18. BUILDING COMPONENTS AND BUILDING SURROUNDINGS REQUIRED TO BE PROTECTED FROM TERMITE DAMAGE IN ACCORDANCE WITH SECTION 1503.7, SECTION 23.04.12.6 OR SECTION 2304.12.2.8, SPECIFICALLY REQUIRED TO BE INSPECTED FOR TERMITES IN ACCORDANCE WITH SECTION 2114 SHALL NOT BE COVERED OR

CONCEALED UNTIL THE RELEASE FROM THE BUILDING OFFICIAL HAS BEEN RECEIVED.

17. NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE

SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. (FBC 105.11)

16. CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A WEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO, AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING

APPROVAL. (FBC 105.10)

15. THE CONTRACTOR SHALL KEEP THE PREMISES AND SURROUNDING AREA FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY OPERATIONS UNDER THE CONTRACT. AT COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM AND ABOUT THE PROJECT WASTE MATERIALS, RUBBISH, THE CONTRACTOR'S TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIALS. CONTRACTOR SHALL CLEAN AND POLISH ALL GLASS, WAX TILE FLOORS, VACUUM CARPETS, AND LEAVE OTHER SPACES

BROOM CLEAN.

14. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHANGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE

GENERAL CONTRACTOR.

13. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING SOLID BLOCKING BEHIND ALL SHELVING, CABINETS, ETC. OR EQUIPMENT REQUIRING BACKING.

12. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTOR

AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION.

11. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH ALL SUB- CONTRACTORS THE SIZE AND LOCATION OF ALL PIPING, DUCTWORK TRENCHES, SLEEVES, SPECIAL BOLTING FOR EQUIPMENT CONDUITS, ETC.

10. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR THE VERIFICATION OF ALL

ELEVATIONS, CONDITIONS, AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION.

9. COORDINATE DEMOLITION AND CONSTRUCTION TO REMAIN, SO AS TO PROVIDE THE BEST POSSIBLE JOINT

OR UNDERLYING SURFACE FOR THE NEW WORK.

8. THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, OPERATIONS, OR UTILITIES WITHOUT

OBTAINING OWNER'S PRIOR APPROVAL AND INSTRUCTIONS IN EACH CASE.

7. THE CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING AND PATCHING NECESSARY TO COMPLETE THE WORK AND SHALL PROTECT THE EXISTING BUILDING FROM DAMAGE CAUSED BY THE WORK. THE CONTRACTOR SHALL REPAIR AND RESTORE THE EXISTING CONSTRUCTION TO ITS ORIGINAL

CONDITION TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT.

6. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS

DURING CONSTRUCTION.

5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE 2023 FLORIDA BUILDING CODE, ENERGY CONSERVATION, 2021 IECC AMENDED. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES.

4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW.

3. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE

ARCHITECT. BACKCHARGES WILL NOT BE ACCEPTED. DO NOT SCALE DRAWINGS.

2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.

1. CONSTRUCTION SHALL FOLLOW THE 2023 EDITION OF THE "FLORIDA BUILDING CODE" AS ADOPTED BY THE

COUNTY AS APPLICABLE AND ALL APPLICABLE AMENDMENTS.

19. PROJECT COORDINATION

COORDINATE CONSTRUCTION ACTIVITIES TO ASSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF THE WORK AND THAT ARE DEPENDENT UPON EACH OTHER FOR PROPER INSTALLATION, CONNECTION, AND

OPERATION.

GENERAL INSTALLATION PROVISIONS:

1. INSPECT BOTH THE SUBSTRATE AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN AN ACCEPTABLE MANNER.

2. COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, TO THE EXTENT

THAT THOSE INSTRUCTIONS AND RECOMMENDATIONS ARE MORE EXPLICIT OR STRINGENT THAN

REQUIREMENTS CONTAINED IN CONTRACT DOCUMENTS.

3. PROVIDE ATTACHMENT AND CONNECTION DEVICES AND METHODS NECESSARY FOR SECURING WORK.

SECURE WORK TRUE TO LINE AND LEVEL. ALLOW FOR EXPANSION AND BUILDING MOVEMENT.

4. PROVIDE UNIFORM JOINT WIDTHS IN EXPOSED WORK. ARRANGE JOINTS IN EXPOSED WORK

TO OBTAIN THE BEST VISUAL EFFECT. REFER QUESTIONABLE CHOICES TO THE ARCHITECT FOR FINAL

DECISION.

5. INSTALL EACH COMPONENT DURING WEATHER CONDITIONS AND PROJECT STATUS THAT WILL ENSURE THE BEST POSSIBLE RESULTS. ISOLATE EACH PART OF THE COMPLETED CONSTRUCTION FROM INCOMPATIBLE

MATERIAL AS NECESSARY TO PREVENT DETERIORATION.

6. COORDINATE TEMPORARY ENCLOSURES WITH REQUIRED INSPECTIONS AND TESTS, TO MINIMIZE THE

NECESSITY OF UNCOVERING COMPLETED CONSTRUCTION FOR THAT PURPOSE.

7. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, INSTALL INDIVIDUAL COMPONENTS AT STANDARD MOUNTING HEIGHTS RECOGNIZED WITHIN THE INDUSTRY FOR THE PARTICULAR APPLICATION INDICATED. REFER QUESTIONABLE MOUNTING HEIGHT DECISIONS TO THE ARCHITECT FOR FINAL DECISION. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS FREQUENTLY AS NECESSARY THROUGH THE REMAINDER OF THE ENTIRE CONSTRUCTION PERIOD. ADJUST AND LUBRICATE OPERABLE COMPONENTS TO ENSURE OPERABILITY WITHOUT

DAMAGING EFFECTS.

21. PROJECT MEETINGS

SCHEDULE A PRE-CONSTRUCTION CONFERENCE AND ORGANIZATIONAL MEETING AT THE PROJECT SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. CONDUCT PRE-INSTALLATION CONFERENCES AT THE SITE BEFORE EACH CONSTRUCTION ACTIVITY THAT REQUIRES COORDINATION WITH OTHER CONSTRUCTION. THE INSTALLER AND REPRESENTATIVES OF MANUFACTURERS AND FABRICATORS INVOLVED IN OR AFFECTED BY THE INSTALLATION, AND ITS COORDINATION WITH OTHER WORK, SHALL ATTEND THE MEETING. ADVISE THE ARCHITECT OF SCHEDULED MEETING DATES. ARCHITECT'S ATTENDANCE WILL BE AT HIS DISCRETION. CONDUCT PROJECT COORDINATION MEETINGS AT REGULARLY SCHEDULED TIMES CONVENIENT FOR ALL

PARTIES INVOLVED.

22. SUBMITTALS

PREPARE, REVIEW, STAMP WITH APPROVAL AND SUBMIT, ONE ORIGINAL AND THREE PRINTS WITH REASONABLE PROMPTNESS AND IN ORDERLY SEQUENCE SO AS TO CAUSE NO DELAY IN THE WORK, SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS.

REQUIRED SUBMITTALS: CONSTRUCTION SCHEDULE, SCHEDULE OF VALUES, SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND

CLOSEOUT DOCUMENTS.

SAMPLES: WHEN REQUESTED, SUBMIT TWO. CONSTRUCTION SCHEDULE: LINIER BAR CHART TIME CONTROL TYPE.

23. - QUALITY CONTROL AND TESTING LABORATORY SERVICES

THE OWNER WILL EMPLOY AND PAY FOR SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM SPECIFIED INSPECTION, SAMPLING, AND TESTING SERVICES. WHERE RESULTS DO NOT COMPLY WITH REQUIREMENTS OF CONTRACT DOCUMENTS, RETESTS ARE RESPONSIBILITY OF CONTRACTOR. SUBMIT COPIES OF TEST REPORTS TO THE OWNER, CONTRACTOR, ARCHITECT, CIVIL ENGINEER, AND STRUCTURAL ENGINEER. UPON COMPLETION OF SERVICES, REPAIR AND RESTORE SUBSTRATES

AND FINISHES TO ELIMINATE DEFICIENCIES OF EXPOSED FINISHES.

24. - PRODUCTS, MATERIALS, AND EQUIPMENT

THE WORK IS BASED ON THE MATERIALS, EQUIPMENT, AND METHODS DESCRIBED IN THE CONTRACT DOCUMENTS.

WHERE IN THE CONTRACT DOCUMENTS CERTAIN PRODUCTS, MANUFACTURER'S TRADE NAMES, OR CATALOG NUMBERS ARE GIVEN, IT IS FOR THE EXPRESSED PURPOSE OF ESTABLISHING A BASIS OF QUALITY, DURABILITY, AND EFFICIENCY OF DESIGN IN HARMONY WITH THE WORK OUTLINED AND IS NOT INTENDED FOR THE PURPOSE OF LIMITING COMPETITION. ANY MANUFACTURER MEETING THE SPECIFIED REQUIREMENTS WILL BE ACCEPTABLE.

HOWEVER, NO SUBSTITUTIONS WILL BE MADE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE MANUFACTURER AND SUPPLIER EXPRESSLY WARRANTS THAT THE PRODUCTS, MATERIALS AND EQUIPMENT FURNISHED BY HIM AND INSTALLED IN THIS PROJECT ARE SUITABLE FOR THE APPLICATIONS SHOWN AND SPECIFIED IN THE CONTRACT DOCUMENTS AND INCLUDES FEATURES, ACCESSORIES, AND PERFORMING CHARACTERISTICS LISTED IN THE MANUFACTURER'S CATALOG IN FORCE ON THE DATE BIDS ARE REQUESTED FOR THE WORK. ALL EXTERIOR BUILDING CLADDING PRODUCTS AND ATTACHMENT MECHANISMS SHALL MEET OR EXCEED THE MPH WIND LOAD REQUIREMENTS PER CHAPTER 16 OF THE STANDARD BUILDING CODE, CURRENT EDITION. THE OWNER WILL NOT ACCEPT THE START OF THE WARRANTY PERIOD ON SYSTEMS OR EQUIPMENT UNTIL

SUBSTANTIAL COMPLETION IS ISSUED.

25. PROJECT CLOSEOUT

PRIOR TO REQUESTING REVIEW FOR SUBSTANTIAL COMPLETION, COMPLETE THE FOLLOWING AND LIST KNOWN

EXCEPTIONS:

1. ADVISE OWNER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS.

2. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP/MAINTENANCE BONDS, MAINTENANCE AGREEMENTS, AGREEMENTS, FINAL CERTIFICATIONS, AND OTHER REQUIRED CLOSEOUT DOCUMENTS.

3. OBTAIN AND SUBMIT RELEASE ENABLING OWNER'S FULL AND UNRESTRICTED USE AND ACCESS OF THE PROJECT.

4. DELIVER TOOLS, SPARE PARTS, EXTRA STOCKS OF MATERIALS, AND SIMILAR ITEMS. OBTAIN RECEIPTS FOR

DELIVERIES.

5. MAKE FINAL CHANGEOVER OF LOCKS AND TRANSMIT KEYS TO OWNER.

6. COMPLETE START-UP TESTING OF SYSTEMS AND INSTRUCTION OF OWNER'S OPERATING/MAINTENANCE

PERSONNEL.

7. COMPLETE FINAL CLEANING UP REQUIREMENTS.

PRIOR TO REQUESTING REVIEW FOR CERTIFICATION OF FINAL PAYMENT, COMPLETE THE FOLLOWING:

1. SUBMIT FINAL PAYMENT REQUEST WITH REQUIRED CLOSEOUT ATTACHMENTS.

2. SUBMIT COPY OF ARCHITECT'S FINAL PUNCH LIST OF ITEMIZED WORK TO BE COMPLETED OR CORRECTED, STATING THAT EACH ITEM HAS BEEN COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE.

3. SUBMIT TO THE ARCHITECT RECORD DRAWINGS, MAINTENANCE MANUALS, AND SIMILAR FINAL RECORD

INFORMATION REQUESTED.

PREPARE A CORRECTIONS AND COMPLETIONS LIST TO BE USED AS THE BASIS FOR THE INSPECTION FOR SUBSTANTIAL COMPLETION. MAINTAIN ONE COPY OF THE CONTRACT DOCUMENTS FOR RECORD DOCUMENTATION.

RECORD DOCUMENTS SHALL BE RED LINED AND KEPT UP TO DATE THROUGH OUT THE DURATION OF THE PROJECT.

DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. SUBMIT TWO COPIES OF A MAINTENANCE AND OPERATING MANUAL PRESENTING COMPLETE DIRECTIONS AND RECOMMENDATIONS FOR THE PROPER CARE AND MAINTENANCE OF VISIBLE SURFACES AS WELL AS MAINTENANCE AND OPERATING INSTRUCTIONS FOR EQUIPMENT.

OPERATING INSTRUCTIONS SHALL INCLUDE NECESSARY PRINTED DIRECTIONS FOR CORRECT OPERATIONS, ADJUSTMENTS, SERVICING, AND MAINTENANCE OF MOVABLE PARTS. ALSO INCLUDED SHALL BE SUITABLE PARTS LISTS, APPROVED SHOP DRAWINGS, AND DIAGRAMS SHOWING PARTS LOCATION AND ASSEMBLY. SUBMIT

SEPARATE BINDER OF ALL ORIGINAL WARRANTIES AND GUARANTEES FOR THE WORK.

26. CONSTRUCTION CLEANING

REMOVE RUBBISH AND DEBRIS FROM THE CONSTRUCTION SITE TO GUARD AGAINST FIRE AND SAFETY HAZARDS. IF CLEANING IS NOT PERFORMED TO THE SATISFACTION OF THE OWNER, THE OWNER RESERVES THE RIGHT TO PERFORM CLEANING AT THE CONTRACTOR'S EXPENSE. STORE VOLATILE WASTES IN COVERED METAL CONTAINERS, AND REMOVE FROM THE PREMISES DAILY. DO NOT BURN OR BURY RUBBISH AND WASTE MATERIALS ON PROJECT SITE. USE ONLY CLEANING MATERIALS RECOMMENDED BY MANUFACTURER OF SURFACE TO BE CLEANED.

PERFORM FINAL CLEAN UP AND LEAVE THE PROJECT IN CLEAN CONDITION READY FOR OWNER OCCUPANCY.

20. DEFINITIONS

THE TERM "FURNISH" MEANS TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

THE TERM "INSTALL" DESCRIBES OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS.

THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

UNLESS THE CONTRACT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND OR COPIED DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENT REFERENCED. SUCH STANDARDS ARE MADE A PART OF THE CONTRACT

DOCUMENTS BY REFERENCE.

3.1 NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL OR M.E.P DRAWINGS

2 PROJECT SITE LOCATION MAP

NTS4 PROJECT TEAM6 GRAPHIC SYMBOLS

5 ABBREVIATIONS 3 GENERAL NOTES 1 DRAWING INDEX

C-1 CIVIL NOTES

C-2 PAVING GRADING AND DRAINAGE

M-001 MECHANICAL LEGEND, GENERAL NOTES & SHEET INDEX

M-100 MECHANICAL FLOOR PLAN, SCHEDULES & DETAILS

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SP-101 SITE PLAN

A-101 RESTROOM PLANS

A-201 RESTROOM ELEVATIONS

P-001 PLUMBING LEGEND, GENERAL NOTES & SHEET INDEX

P-101 DOMESTIC WATER PLAN

P-102 SANITARY PLAN

E-001 SYMBOL LEGEND, GENERAL NOTES & SHEET INDEX

E-100 ELECTRICAL SITE PLAN

E-101 FLOOR & CEILING PLANS - ELECTRICAL

E-201 SCHEDULES, ONE LINE DIAGRAMS & DETAILS

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ARCHITECT

SYNALOVSKI ROMANIK SAYE LLC

1800 ELLER DRIVE, SUITE 500

FORT LAUDERDALE, FL 33316

PH: 954-961-6806 FAX:954-961-6807

LANDSCAPE ARCHITECTURE

MILLER LEGG

13680 NW 5TH ST, SUITE 200

SUNRISE, FL 33325

P: 954-436-7000

MEP ENGINEERING

DELTA G CONSULTING ENGINEERS, INC

1800 ELLER DRIVE SUITE #570

FORT LAUDERDALE, FLORIDA, 33316

954-527-1112

PRE-ENGINEERED PAVILION SUBMITTAL

ALL DEFERRED SUBMITTALS TO BE REVIEWED BY THE EOR / AOR.

SOCCER FIELD RENOVATIONS, TO INCLUDE:

- RE-GRADING AND RE-SODDING

- NEW CONCRETE PADS FOR PLAYER SEATING

- REPLACE PAVILION STRUCTURE

- FIELD LIGHTING TO BE REPLACED AS NEEDED

- IRRIGATION IMPROVEMENTS AS NEEDED

INTERIOR REMODEL OF RESTROOM BUILDING TO INCLUDE:

- REPLACE PLUMBING AND ELECTRICAL FIXTURES

- REPLACE INTERIOR FINISHES, RESTROOM PARTITIONS AND

ACCESSORIES, AND FLOORING

CIVIL ENGINEERING

ROSS ENGINEERING INC.

3325 S. UNIVERSITY DR.

DAVIE, FL 33328

P: 954-318-0624

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L-1.0 LANDSCAPE PLAN

L-2.0 IRRIGATION PLAN

AutoCAD SHX Text Merrill Ann Romanik AR 0015810 Seal

AutoCAD SHX Text 1800 Eller Drive Suite 500 Fort Lauderdale , FL 33316 T 954.961.6806 F 954.961.6807 www.synalovski.com

AutoCAD SHX Text

ARCHITECTURE. PLANNING. INTERIOR DESIGN.

AutoCAD SHX Text ABV A/C ACCESS. A.C.T. A.D. ADJ. AFF ALUM. APPROX. ARCH. ASPH. ASSIST. ATTEN. BD. BITUM. BLDG. BLKG. BM. B.O. BOT. CAB. C.B.

AutoCAD SHX Text Above Air Conditioning Accessible, Accessibility Acoustical Ceiling Tile Area Drain Adjustable Above Finished Floor Aluminum Approximate Architectural Asphalt Assistant Attenuation Board Bituminous Building Blocking Beam Bottom Of Bottom Cabinet Catch Basin

AutoCAD SHX Text EXIST. EXPO. EXP. EXT. F.A. F.B. FBC F.D. FDN. F.E. F.E.C. F.H.C. FIN. FIXT FLR. FLASH. FLUOR. F.O.C. F.O.F. F.O.S. FPC FT.

AutoCAD SHX Text Existing Exposed Expansion Exterior Fire Alarm Flat Bar Florida Building Code Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Fire Hose Cabinet Finish Fixture Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Studs Fire Prevention Code Foot or Feet

AutoCAD SHX Text CEM. CER. C.J. C.I. CLF CLNG. CLOS. CLR. CMU C.O. COL. COMM. COMP. CONC. CONN. CONSTR. CONT. CORR. C.T. CTR. CUST. D.

AutoCAD SHX Text Cement Ceramic Control Joint Cast Iron Chain Link Fence Ceiling Closet Clear Concrete Masonry Unit Cased Opening Column Communication Computer Concrete Connection Construction Continuous Corridor Ceramic Tile Center Custodial Deep

AutoCAD SHX Text DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DS. DWG. E. EA. E.J. EL. ELEC. ELEV. EMERG. ENCLOS. EQUIP. E.W.C. E.W.H.

AutoCAD SHX Text Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Downspout Drawing East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Equipment Electric Water Cooler Electric Water Heater

AutoCAD SHX Text FURR. FUT. GA. GALV. G.B. GEN. GFI GL. GND. GR. GYP. G.W.B. H. H.B. H.C. HC H.M. HORIZ. HR. HT. I.D. INSUL.

AutoCAD SHX Text Furring Future Gauge Galvanized Grab Bar Generator, General Ground Fault Interrupt Glass Ground Grade Gypsum Gypsum Wallboard High Hose Bibb Hollow Core Handicap Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation

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GENERAL NOTES

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DRAWING INDEX

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CIVIL

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MECHANICAL

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WINDOW REFERENCE

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RESTROOM FINISH

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KEYNOTE REFERENCE

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DOOR REFERENCE

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ROOM REFERENCE

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WINDOW NUMBER

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ROOM NUMBER

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DOOR NUMBER

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ELEVATION REFERENCE

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DETAIL REFERENCE

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SYMBOLS

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SECTION NUMBER

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SHEET NUMBER

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DETAIL NUMBER

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SHEET NUMBER

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ELEVATION NUMBER

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ROOM NAME

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WALL TYPE REFERENCE

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WALL TYPE

AutoCAD SHX Text A000

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REVISION REFERENCE

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REVISION NUMBER

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PAINT COLOR

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PAINT COLOR NUMBER

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ARCHITECTURAL

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PLUMBING

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ELECTRICAL

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GENERAL

AutoCAD SHX Text INT. JAN. JT. LAB. LAM. LAV. LKR. LT. MANUF. MAX. MECH. MEMB. MET. MIN. M.R. MUL. N. N.I.C. NO.or# NSF N.T.S. O.C.

AutoCAD SHX Text Interior Janitor Joint Laboratory Laminate Lavatory Locker Light Manufacturer, Manufactured Maximum Mechanical Membrane Metal Minimum Moisture Resistant Mullion North Not In Contract Number Net Square Foot Not To Scale On Center

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DEFERRED SUBMITTALS

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SCOPE OF WORK

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LANDSCAPE

GROUND FLOOR + 0' 0" A.F.F.

TOP OF GRADE

ROOF EAVE + 9'-0" A.F.F.

BOTTOM OF ROOF EAVE

ROOF + 13'-1" A.F.F.

TOP OF ROOF STRUCTURE

GROUND FLOOR + 0' 0" A.F.F.

TOP OF GRADE

ROOF EAVE + 9'-0" A.F.F.

BOTTOM OF ROOF EAVE

ROOF + 13'-1" A.F.F.

TOP OF ROOF STRUCTURE

PROPOSED PERFORATED PANEL AT GABLE ENDS

FOR FUTURE SIGNAGE TO BE INSTALLED

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Copyright (c) by SYNALOVSKI ROMANIK SAYE, LLC All Rights Reserved.

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CONSTRUCTION

DRAWINGS

10/30/2025

2024-0178

1 OVERALL SITE PLAN

1" = 30'-0"

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SITE PLAN

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SP-101

3 ENLARGED SITE PLAN

1/8" = 1'-0"

NEW 15' X 24' ALUMINUM PAVILION BY

PERFECTION ARCHITECTURAL SYSTEMS, LLC.

OR APPROVED EQUAL. SIGNED AND

SEALED ENGINEERING SHOP DRAWINGS TO

BE PROVIDED BY MANUFACTURER.

MATCH EXISTING

SLAB TO REMAIN

12'-0"

'-0

8'- 0"

'-0

4'-0"

NEW CONC.

WALK

FLUSH

RE-GRADE AND

RE-SOD EXISTING

FIELD, REFER TO CIVIL

/ LANDSCAPE DWGS

RE-SOD EXISTING

FIELD, REFER TO CIVIL

/ LANDSCAPE DWGS

NEW 6" ALUMINUM COLUMNS

AND 3'X3'X3' CONCRETE

FOUNDATION BY PERFECTION

ARCHITECTURAL SYSTEMS, LLC.

OR APPROVED EQUAL. SIGNED

AND SEALED ENGINEERING

SHOP DRAWINGS TO BE

PROVIDED BY MANUFACTURER.

3'- 0"

3'-0"

NEW 4" CONCRETE SLAB FOR

PLAYER SEATING. REFER TO

DETAIL 6/AS-101

6 CONCRETE SLAB DETAIL

SCALE: 1" = 1' - 0" 4 ENLARGED SITE PLAN

1/8" = 1'-0"

FLUSH

12'-0"

'-0

NEW 4"

CONCRETE

SLAB FOR

PLAYER

SEATING.

REFER TO

DETAIL

4/AS-101

EXISTING

LIGHT POLE

TO REMAIN

'-0

'-0

15'-0"

ALIGN

EXISTING LIGHT POLE (TYP) - REPLACE

LIGHT FIXTURES AS NEEDED. REFER TO

ELECTRICAL PLANS.

5 PAVILION ELEVATIONS

SCALE: 3/16" = 1' - 0"

2 GENERAL NOTES

N.T.S

GENERAL NOTES:

1. CONSTRUCTION SHALL FOLLOW "8TH EDITION FLORIDA BUILDING CODE (2023)" AS ADOPTED BY THE

COUNTY AS APPLICABLE AND ALL APPLICABLE AMENDMENTS.

2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.

3. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACKCHARGES WILL NOT BE ACCEPTED. DO NOT SCALE DRAWINGS.

4. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND OTHER

SOURCES

5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY

ADDRESSED ON THE PLANS AND NOTES.

6. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL

MEMBERS DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, OPERATIONS, OR UTILITIES WITHOUT

OBTAINING OWNER'S PRIOR APPROVAL AND INSTRUCTIONS IN EACH CASE.

8. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR THE VERIFICATION OF ALL

ELEVATIONS, CONDITIONS, AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION.

9. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND

SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO

FABRICATION.

10. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHANGE OF, AND SHALL NOT BE RESPONSIBLE FOR

CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS

AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

11. THE CONTRACTOR SHALL KEEP THE PREMISES AND SURROUNDING AREA FREE OF ACCUMULATION

OF WASTE MATERIALS OR RUBBISH CAUSED BY OPERATIONS UNDER THE CONTRACT. AT

COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM AND ABOUT THE PROJECT

WASTE MATERIALS, RUBBISH, THE CONTRACTOR'S TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIALS. CONTRACTOR SHALL CLEAN AND POLISH ALL GLASS, WAX TILE FLOORS, VACUUM CARPETS, AND LEAVE OTHER SPACES BROOM CLEAN.

12. CONTRACTOR SHALL SUBMIT ALL THE REQUIRED PRODUCT APPROVAL DOCUMENTATION AND

SHOP DRAWINGS WITH ARCHITECT'S OR ENGINEER'S OF RECORD APPROVED STAMP TO THE

BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION

13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUB-PERMITS.

AutoCAD SHX Text

12' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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PLAYGROUND EQUIPMENT

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5' CONCRETE WALK

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BLEACHERS

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BLEACHERS

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5' ASPHALT WALK

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5' ASPHALT WALK

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5' ASPHALT WALK

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5' ASPHALT WALK

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5' ASPHALT WALK

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12" RCP INV.EL.=7.92'

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12" RCP INV.EL.=7.87'

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12" RCP INV.EL.=8.37'

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12" RCP INV.EL.=8.35'

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15" RCP INV.EL.=6.28'

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PLAYGROUND EQUIPMENT

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PLAYGROUND EQUIPMENT

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EXIST. CONC. SLAB

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SHED

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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PARCEL P-1 PUBLIC PARK "SILVER LAKES AT PEMBROKE PINES" P.B. 143, PG. 41, B.C.R.

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20' LAKE MAINTENANCE EASEMENT

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15' UTILITY EASEMENT

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15' UTILITY EASEMENT

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BENCHMARK SET NAIL & DISK LB#6680 EL.=11.21'

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BENCHMARK SET 60D NAIL EL.=11.20'

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BENCHMARK SET 60D NAIL EL.=10.80'

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LAKE TRACT A-3 "SILVER LAKES AT PEMBROKE PINES" P.B. 143, PG. 41, B.C.R.

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NEW PAVILION

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NEW CONC. SLAB

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NEW CONC. SLAB

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8" X 8" THICK'D. EDGE W/ 1#5 BAR CONT. (TYP.) ON (3) SIDES

AutoCAD SHX Text 4" THICK CONCRETE SLAB W/ 6X6 W1.4 X W1.4 WWM, DOUBLE AT EDGE 16", OVER WELL COMPACTED SAND FILL (TYPICAL)

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EXISTING GRADE (REFER TO SURVEY)

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CONT. 1/2" EXPANSION MATERIAL (TYPICAL)

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EXISTING CONC. SLAB

AutoCAD SHX Text Merrill Ann Romanik AR 0015810 Seal

AutoCAD SHX Text 1800 Eller Drive Suite 500 Fort Lauderdale , FL 33316 T 954.961.6806 F 954.961.6807 www.synalovski.com

AutoCAD SHX Text

ARCHITECTURE. PLANNING. INTERIOR DESIGN.

1'

6'

9'

6'

1'

34' - 9"

1' - 7" 5' - 1" 3' - 7" 5' - 7" 3' - 9" 5' - 1" 1' - 11" 3' - 4" 4' - 9"

10' - 3" 5' - 7" 10' - 9" 3' - 4" 4' - 9"

8'

7'

1"

9'

A

-2

A

-2

A

-2

A

-2

010 / A-201

013 / A-201

5'

11' - 10"

03 04

FT-01 FT-01

W T

-0

W T

-0

W T

-0

WT-01

W T

-0

W T

-0

W T

-0

WT-01

STORAGE

WOMENS

MENS

JANITOR CLOSET

PF-09

PF-0B

PF-07

PF-02B

PF-10

PF-03

PF-10

PF-09

PF-04

PF-03

PF-03

PF-13

PF-08

PF-04

PF-08

PF-0B

PF-07

PF-13

PF-03

PF-03

PF-0B

PF-07

PF-0B

PF-07

PF-0B

PF-07

PF-04

PF-09

PF-0B

PF-07

PF-09

PF-02B

PF-10

PF-03

PF-14

PF-07

A

-2

A

-2

A

-2

A

-2

010 / A-201

013 / A-201

13 13

EXIST.

GFCI

OUTLET

TO BE

REPLACED

WP-01WP-01

10 10

1'

6'

9'

6'

1'

34' - 9"

1' - 7" 5' - 1" 3' - 7" 5' - 7" 3' - 9" 5' - 1" 1' - 11" 3' - 4" 4' - 9"

10' - 3" 5' - 7" 10' - 9" 3' - 4" 4' - 9"

8'

7'

1"

9'

2' - 0"

A

-2

A

-2

A

-2

A

-2

010 / A-201

013 / A-201

07 07

03 08

1. DO NOT SCALE DRAWINGS, CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATIONS OR MISSING DIMENSIONS BEFORE CONTINUING WITH CONSTRUCTION.

2. ALL DIMENSIONS ARE TO FACE OF STUD, GRID LINE OR FACE OF MASONRY.

3. ALL DIMENSIONS NOTED AS "CLEAR" OR "FINISH" ARE TO FACE OF FINISH SURFACE TO MAINTAIN ADA CLEARANCES.

4. FOR FURTHER DIMENSIONS; SEE LARGE SCALE PLANS, INTERIOR ELEVATIONS, EXTERIOR ELEVATIONS, SECTIONS, AND DETAILS.

5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION IN WRITING BEFORE EXECUTION OF WORK.

6. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF NON-COMBUSTIBLE BLOCKING FOR INSTALLATION OF SIGNAGE, TOILET ACCESSORIES, HARDWARE, MILLWORK, ETC.

7. ALL CONCEALED WOOD OR EXPOSED PLYWOOD BACKING IN MECHANICAL, ELECTRICAL AND I.T. ROOMS SHALL BE FIRE RETARDANT TREATED (F.R.T).

8. GC SHALL COMPLY WITH BROWARD COUNTY DESIGN CRITERIA FOR COUNTY BUILDINGS (FMD AND CMD) AND BROWARD COUNTY BUILDING AUTOMATION SYSTEM (BAS) GUIDELINES, AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.

FLOOR MOUNT AMERICAN STANDARD MADERA FLOWISE 3451.001.020

VITREOUS CHINA, WHITE, ELONGATED BOWL, POWERFUL DIRECT-FED SIPHON JET ACTION,

1.28GPF, AND 1.6GPF WHEN USED WITH AN AMERICAN STANDARD FLUSH VALVE, 15" RIM HEIGHT, HIGH EFFICIENCY, LOW CONSUMPTION

PF-01A

FLUSH VALVE MANUAL AMERICAN STANDARD 6047.121.002

WHITE, ELONGATED, OPEN FRONTTOILET SEAT STANDARD CENTOCO 500STSCCFE-001

FLUSH VALVE FOR 11-1/2" SUPPLY C\L TO TOP OF BOWL, 1.28 GPF

LAVATORY WALL MOUNT AMERICAN STANDARD

TAG PRODUCT MANUFACTURER MODEL SPECIFICATION

BABY CHANGING STATION

PRIVACY PARTITIONS HDPE

RESIN

HADRIAN STANDARD

FINISH: SOLID 1" HDPE THICK DOORS, PANELS, AND STILES. 55" DOOR AND PANEL HEIGHT, CLEAR

ANODIZED ALUMINUM, HARD. 8" ALUM. WRAP WRAP AROUND HINGES, 3" STAINLESS STEEL

SHOES, TYPE FLOOR MOUNDED HEADRAIL BRACED STAND COLOR LINE. COLOR: 239 GRAY

MIRROR SURFACE MOUNT BOBRICK B-165-1824 18" X 24", 1/2" WALL-MOUNTED MIRROR WITH STAINLESS STEEL CHANNEL FRAME

URINAL WALL MOUNT AMERICAN STANDARD WASHBROOK FLOWISE UNIVERSAL

6590.001EC.020

WALL MOUNTED, VIRTOUS CHINA WITH EVERCLEAN

SOAP DISPENSER SURFACE

MOUNT

BOBRICK B-2111 ADA COMPLIMENT 22-GUAGE STAINLESS STEEL DISPENSER. 40-FL OZ CAPACITY.

TOILET PAPER DISPENSER

SURFACE MOUNT

BOBRICK H-1347 UNIT HOLDS (2) 9" DIAMETER TOILET PAPER ROLLS

GRAB BAR SURFACE MOUNT BOBRICK B-6806 18", 36" OR 42" AS REQUIRED

PF-02A

PF-02B

PF-04

PF-05

PF-06

PF-07

PF-08

PF-09

PF-10

PF-11

KOALA KARE KB200-05SS WHITE GRANITE, 23-3/16" PROJECTION FROM WALL IN OPEN POSITION, 35-3/16" WIDE, 22-1/4"

HIGH IN CLOSED POSITION, MICROBAN ANTIMICROBIAL ADDITIVE

SANITARY NAPKIN DISPOSAL BOBRICK B-254 WALL MOUNTED

PF-12A

PF-13 WASTE RECEPTACLE BOBRICK B-279 WALL MOUNTED CAPACITY 6.4 GAL

ELECTRIC DRYER WALL HUNG BOBRICK B-7128 115V B-7128 115V FOR 115-VOLT WHITE COVER HAND DRYER

PF-14 DRINKING FOUNTAIN ELKAY EZH20-LZSTL8WSSP ELKAY ENHANCED EZH2O BOTTLE FILLING STATION & VERSATILE BI-LEVEL ADA COOLER

FILTERED REFRIGERATED STAINLESS

FLOOR MOUNT AMERICAN STANDARD MADERA FLOWISE 3461.001.020

VITREOUS CHINA, WHITE, ELONGATED BOWL, POWERFUL DIRECT-FED SIPHON JET ACTION,

1.28GPF, AND 1.6GPF WHEN USED WITH AN AMERICAN STANDARD FLUSH VALVE, 16.25" RIM

HEIGHT FOR ACCESSIBLE APPLICATION, HIGH EFFICIENCY, LOW CONSUMPTION.

PF-01B

WHITE, ELONGATED, OPEN FRONTTOILET SEAT STANDARD CENTOCO 500STSCCFE-001

SANITARY NAPKIN DISPOSAL BOBRICK B-354 WALL MOUNTED

PF-12B

PF-03

FLUSH VALVE MANUAL AMERICAN STANDARD 6047.121.002 FLUSH VALVE FOR 11-1/2" SUPPLY C\L TO TOP OF BOWL, 1.28 GPF

SOAP DISPENSER SURFACE

MOUNT

BOBRICK B-2111 ADA COMPLIMENT 22-GUAGE STAINLESS STEEL DISPENSER. 40-FL OZ CAPACITY.

LAV FAUCET CENTER SET AMERICAN STANDARD METERING 1340.119 METERING PILLAR TAP FAUCET. VANDAL RESISTANT SOLID BRASS CONSTRUCTION. EASY-PUSH

HANDLE. WATER CONSERVING PRESSURE COMPENSATING 0.5GPM VANDAL-RESISTANT NON

AERATED SPRAY. FACTORY SET FOR A MAXIMUM OF 0.083 GALLON FLOW PER ACTIVATION.

REPLACEABLE CARTRIDGE. ADJUSTABLE FLOW CYLCLE.

LAVATORY ADA WALL MOUNT AMERICAN STANDARD DECORUM 9024.001EC 20" X18" VITREOUS CHINA LAVATORY WITH EVERCLEAN. 9024.001FC CENTER HOLE ONLY.

20" X18" VITREOUS CHINA LAVATORY WITH EVERCLEAN. 9024.001FC CENTER HOLE ONLY.

LAV FAUCET CENTER SET AMERICAN STANDARD METERING 1340.119 METERING PILLAR TAP FAUCET. VANDAL RESISTANT SOLID BRASS CONSTRUCTION. EASY-PUSH

HANDLE. WATER CONSERVING PRESSURE COMPENSATING 0.5GPM VANDAL-RESISTANT NON

AERATED SPRAY. FACTORY SET FOR A MAXIMUM OF 0.083 GALLON FLOW PER ACTIVATION.

REPLACEABLE CARTRIDGE. ADJUSTABLE FLOW CYLCLE.

DECORUM 9024.001EC

XX

XXX

XXX

XXX

XX

XXX

XX

X KEY NOTE REFERENCE

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

ELEVATION NUMBER

ROOM NAME

ROOM NUMBER

DOOR NUMBER

WALL TYPE

ELEVATION

LOCATION INDICATOR

±0"

XX

XX S.F. SQUARE FEETXXX

XX

TROFFER RECESSED CEILING

MOUNT

LITHONIA MODEL: 24 BLC 3500K 4000L LED WATTS: 40, VOLTAGE: 120, CONTROLS: 0-10, EMERGENCY BATTERY, BACKUP

WHENREQUIRED, W/ DRYWALL GRID ADAPTERS

TAG PRODUCT MANUFACTURER MODEL SPECIFICATION

LINEAR / VANITY

SURFACE WALL MOUNT

KENALL WCBU 2 1/1 45L35K DCC 1 120 1 2 LED WATTS: 45 VOLTAGE: 120, CONTROLS: 0-10, EMERGENCY BATTERY BACK UP

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

Copyright (c) by SYNALOVSKI ROMANIK SAYE, LLC

All Rights Reserved.

DESIGN DELIVERABLE:

ISSUE DATE:

PROJECT N0:

MERILL ANN ROMANIK

AR0015810

PLANS- FP-RCP-DP

A-101

NA

ML

1523-180425

10/30/2025

DESIGN DEVELOPMENT

S

IL

V E

R L

A K

E S

P A

R K

N

O R

T H

R E

S T

R O

O M

R E

N O

V A

T

IO

N

N

W

N

D A

V E

N U

E P

E M

B R

O K

E P

IN

E

S F

L

C

IT

Y O

F P

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B R

O K

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IN

E

S

REV. DATE DESCRIPTION

123 FLOOR PLANDEMOLITION PLANREFLECTED CEILING PLAN

456 SYMBOL LEGENDDEMOLITION NOTES AND GENERAL NOTESKEYNOTE LEGEND

PROJECT INFORMATION

PROJECT NAME: SILVERLAKES PARK - NORTH

ADDRESS: 2300 NW 172ND AVENUE, PEMBROKE PINES, FL 33029

SCOPE OF WORK

INTERIOR REFRESH OF THE EXISTING RESTROOMS AT SILVERLAKES PARK NORTH . REMOVE AND REPLACE EXISTING FINISHES, PLUMBING, AND LIGHTING FIXTURES AND TOILET PARTITIONS. BATHROOM ACCESSORIES. PATCH AND REPAIR CEILING

NO EXTERIOR WORK OR STRUCTURAL CHANGES.

BUILDING DESCRIPTION

• BUILDING CONSTRUCTION TYPE: 3B

• STORIES: 1

APPLICABLE CODES

2023 FLORIDA BUILDNG CODE, EXISTING BUILDING, EIGHTH EDITION

2023 FLORIDA BUILDNG CODE, MECHANICAL, EIGHTH EDITION

2023 FLORIDA BUILDNG CODE, PLUMBING, EIGHTH EDITION

2023 FLORIDA BUILDNG CODE, ACCESSIBILITY, EIGHTH EDITION

2023 FLORIDA BUILDNG CODE, ENERGY CONSERVATION, EIGHTH EDITION

8TH EDITION (2023) FFPC FLORIDA FIRE PREVENTION CODE

CLASSIFICATION OF WORK:

ALTERATION LEVEL 1

AREA OF WORK: 683 SQFT - WILL NOT BE OCCUPIED DURING CONSTRUCTION

8 PROJECT INFORMATION 7 FIXTURE AND ACCESSORY SCHEDULE

PROJECT SITE

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

9 SITE LOCATION - NTS

01 EXISTING FLOOR TILE TO BE REPLACED

02 EXPOSED CONCRETE FLOOR TO REMAIN

03 EXISTING DRINKING FOUNTAIN FIXTURE TO BE REPLACED

04 EXISTING ICE MAKER TO REMAIN

05 EXISTING LIGHT FIXTURE TO BE REPLACED

06 EXISTING BATHROOM PARTITIONS TO BE REPLACED

07 EXISTING PLUMBING FIXTURE TO BE REPLACED

08 EXISTING HAND DRYER TO BE REMOVED AND REPLACED

09 EXISTING ELECTRICAL PANEL TO REMAIN

10 PATCH, REPAIR AND PAINT EXISTING GWB CEILING

WT-01

1' - 4" 1' - 4"

1'

2'

PF-10

PF-16

PF-03

PF-02B

PF-08PF-08

PF-0B

PF-07

PF-04

PF-04

WP-01

PL-01

SS-01

GCFI

3'

9' - 2"

3' - 0" 3' - 0"

3' - 0" 3' - 0"

6' - 4" 6' - 4"

2' - 5"

WT-01

WP-01

PF-03PF-03PF-10 PF-10 PF-10

PF-02A PF-02A PF-02A

PF-0B

PF-07

PF-09

PF-11

PF-13

PF-16 PF-16 PF-16

WP-01

WP-01

6'

0"

2' - 9" 2' - 9" 2' - 9"

6'

0"

PF-09

PF-07

PF-09

PF-0B

PF-04

PF-0B

PF-07

PF-0B PF-0B

PF-07 PF-07

WT-01

PL-01

SS-01

3'

3' - 0" 3' - 0"

2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0"

4'

PF-11

PF-13

PF-16PF-16PF-16

PF-10PF-10PF-10

PF-02A PF-02A PF-02APF-03 PF-03

PF-16

PF-10

PF-03

PF-02B

PF-04

WP-01

WP-01

9'

PF-16

PF-11

PF-10

PF-03 PF-02A

PF-02B

PF-16

PF-02B

PF-03

PF-16

PF-11

PF-02A

PF-0B

PF-09

PF-07

WP-01 WP-01

WP-01

WT-01

WP-01

WP-01

WT-01WT-01

GCFI

3'

7'

0"

8' - 4"0' - 8"5' - 8"0' - 8"11' - 0"0' - 8"6' - 5"

2' - 4" 3' - 10" 2' - 1"

WP-01

PF-11

PF-03

PF-02A

PF-0B

PF-09

PF-04

PF-16

PF-11

PF-03

PF-02A

PF-16

LcLc

Lc

Lc

MOUNTING HEIGHT IS TO

SPOUT OUTLET HEIGHT

SIDE VIEW FRONT VIEW

NOTE: THIS DRAWING REPRESENTS TYPICALLY ENCOUNTERED ITEMS. NOT ALL ITEMS

SHOWN MAY OCCUR WITHIN THE SCOPE OF THIS PROJECT. REFER TO COMPLETE

SPECIFICATION AND DRAWING DOCUMENTATION SET

URINAL

SA

N

IT

A R

Y N

A P

K

IN

D

IS

P

E N

SE

R

H A

N D

D R

Y E

R

BARRIER

FREE EWC

DRINKING

FOUNTAIN

ADA HIGH-LOW

DRINKING

FOUNTAIN

WHEN ONLY ONE

FIXTURE PER

FLOOR.

PROVIDE APRON

FOR UPPER UNIT

TO COMPLY WITH

ADA.

M

IR

R O

R S

TOILET, GRAB BAR &

TOILET

PAPER HOLDER

(FLUSH VALVE AT

OPEN SIDE OF TOILET)

MOUNTING HEIGHT

FOR MIRROR:

BOTTOM EDGE OF

MIRROR

SO

A

P D

IS

P

E N

SE

R

T O

W E

L D

IS

P

E N

SE

R

S

D

IS

P O

S E

R S

MOUNTING HEIGHT FOR

DISPENSERS IS TO < OF

DISPENSER OR HIGHEST

OPERABLE PART

SND

SND

HD

SD

TD

M A

X

M

IN

4" M A

X

C L

E A

R M

IN

1/

C L

E A

R M

IN

1/

18" CLEAR

42"

8"

12"

M

IN

M A

X

M A

X

M A

X

M A

X

18"

36" 6"

M A

X

M

IN2

7"

M

IN2

7"

7"

M A

X

M A

X

ORIFICE

TOILET, GRAB BAR &

TOILET PAPER HOLDER

MIN 1 1/2" BETWEEN TOP

OF TP HOLDER AND

BOTT. OF GRAB BAR

COORDINATE CONSTRUCTION ACTIVITIES TO ASSURE EFFICIENT AND

ORDERLY INSTALLATION OF EACH PART OF THE WORK AND THAT ARE

DEPENDENT UPON EACH OTHER FOR PROPER INSTALLATION,

CONNECTION, AND OPERATION.

GENERAL INSTALLATION PROVISIONS:

1. INSPECT BOTH THE SUBSTRATE AND CONDITIONS UNDER WHICH

WORK IS TO BE PERFORMED. DO NOT PROCEED UNTIL

UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN AN

ACCEPTABLE MANNER.

2. COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND

RECOMMENDATIONS, TO THE EXTENT THAT THOSE INSTRUCTIONS

AND RECOMMENDATIONS ARE MORE EXPLICIT OR STRINGENT THAN

REQUIREMENTS CONTAINED IN CONTRACT DOCUMENTS.

3. PROVIDE ATTACHMENT AND CONNECTION DEVICES AND METHODS

NECESSARY FOR SECURING WORK. SECURE WORK TRUE TO LINE AND

LEVEL. ALLOW FOR EXPANSION AND BUILDING MOVEMENT.

4. PROVIDE UNIFORM JOINT WIDTHS IN EXPOSED WORK. ARRANGE

JOINTS IN EXPOSED WORK

TO OBTAIN THE BEST VISUAL EFFECT. REFER QUESTIONABLE

CHOICES TO THE ARCHITECT FOR FINAL DECISION.

5. INSTALL EACH COMPONENT DURING WEATHER CONDITIONS AND

PROJECT STATUS THAT WILL ENSURE THE BEST POSSIBLE RESULTS.

ISOLATE EACH PART OF THE COMPLETED CONSTRUCTION FROM

INCOMPATIBLE MATERIAL AS NECESSARY TO PREVENT

DETERIORATION.

EXISTING 8"

MASONRY BLOCK

TO REMAIN

EXISTING 5/8"

STUCCO TO REMAIN

7/8" OR 1 5/8" 25

GAUGE METAL STUD

FURING AT 24: OC

FROM FLOOR TO

TOP OF TILE

5/8" CEMENTITIOUS

TILE-BACKER BOARD,

MORTAR BED, AND

TILE. NO GROUT AT

JOINTS, USE TRIM AS

SPECIFIED.

TILE FLOORING

EXTERIORINTERIOR

FLOOR TILE -

EPOXY GROUT

CROSSVILE SHD45.1242

4UPS

COLLECTION: SHADES 2.0, COLOR: CLAY, SIZE: 24" X 24", FINISH:

UPS-UNPOLISHED WITH CROSS SHEEN, THICKNESS: 9.5MM.

EPOXY GROUT USED, SCHLUTER COVE TRANSITION

WALL TILE DELTILE SLIMLITE PORCELAIN

PANEL

COLOR: ROCK TP44, SATIN FINISH, 39" X 59" PANEL. 3.5MM

THICKNESS. GC TO PROVIDE PHYSICAL SAMPLE SUBMITTAL

PRIOR TO ORDERING.

TAG PRODUCT MANUFACTURER MODEL SPECIFICATION

WT-01

FT-01

1' X 4' TROFFER

LIGHT

DAY-BRITE CFI

1DSRT3050LCS-4-UNV-DIM

DBELIS10WKit

LUMINAIRE LUMENS: 1425, LUMINAIRE WATTS: 10, TOTAL

WATTS: 40

EXIT SIGN

OCCUPANCY

SWITCH

EQ-1A

EQ-1B

EQ-03 BEGHELLI CRV-SA-LR-1-CS-AL SELF POWERED, RED LED, SINGLE FACE, CLEAR PANEL, ALUMINUM HOUSING, AUTOTEST

GREENGATE OAC-DT-0501-R and SP20-

MV

DUAL TECHNOLOGY LOW VOLTAGE SENSOR AND LOW

VOLTAGE SWITCHPACK FOR INTERCONNECTION WITH

RESTROOM FAN

EQ-04

1' X 4' TROFFER

LIGHT BACKUP

DAY-BRITE CFI 1DSRT3050LCS-4-UNV-DIM

10WKit

LUMINAIRE LUMENS: 1425, LUMINAIRE WATTS: 10, TOTAL

WATTS: 40

EPOXY PAINT SHERWIN

WILLIAMS

K45-2150 SERIES: 5/8" MOLD RESISTANT GYPSUM BOARD

SATIN FINISH. COLOR:TBA

WP-01 PRO-INDUSTRIAL, PRE-

CATALYZED WATER BASE

EPOXY.

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

Copyright (c) by SYNALOVSKI ROMANIK SAYE, LLC

All Rights Reserved.

DESIGN DELIVERABLE:

ISSUE DATE:

PROJECT N0:

MERILL ANN ROMANIK

AR0015810

ELEVATIONS

A-201

IA

ML

1523-180425

10/30/2025

DESIGN DEVELOPMENT

S

IL

V E

R L

A K

E S

P A

R K

N

O R

T H

R E

S T

R O

O M

R E

N O

V A

T

IO

N

N

W

N

D A

V E

N U

E P

E M

B R

O K

E P

IN

E

S F

L

C

IT

Y O

F P

E M

B R

O K

E P

IN

E

S

REV. DATE DESCRIPTION

13 MENS URINAL AND STALL 12 MEN AND WOMEN 11 WOMENS STALLS

08 WOMENS SINKS09 MEN AND WOMEN10 MEN SINKS

05NOTES07 06 COVE TRANSITION WALL TYPE 01RENO-T TRANSITION 04

12"=1'-0" 12"=1'-0" 1 1/2"=1'-0"

1 1/2"=1'-0"

1 1/2"=1'-0" 1 1/2"=1'-0"

1 1/2"=1'-0" 1 1/2"=1'-0"

1 1/2"=1'-0"

01 TYPICAL FIXTURE PLACEMENT

1 1/2"=1'-0"

FINISH SCHEDULE

JOLLY TRANSITION

12"=1'-0"