ACADEMIC_VILLAGE_POOL_LOCKER_ROOM_SHOWERS_RENO.pdf

HATCHED AREA DENOTES NOT IN SCOPE

AREA OF WORK

XX

XXX

XXX

xx

XXX

XX

XXX

XX

X X

DETAIL REFERENCE

SECTION REFERENCE

INTERIOR ELEVATION REFERENCE

KEY NOTE REFERENCE

ROOM REFERENCE

WINDOW REFERENCE

DOOR REFERENCE

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

ELEVATION NUMBER

REFERENCE NUMBER

ROOM NAME

ROOM NUMBER

WINDOW NUMBER

DOOR NUMBER

REVISION NUMBER

REVISION REFERENCE

ELEVATION MARK

WALL TYPE REFERENCE

WALL TYPE

ELEVATION

LOCATION INDICATOR

±0"

XX

XX S.F.

SQUARE FEET

XXX

XX

ACADEMIC VILLAGE POOL LOCKER ROOM SHOWERS

17191 Sheridan St, Pembroke Pines, FL 33029

PROJECT

LOCATION

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

COVER SHEET

G-000

IA

ML

1500-2307.3000

01/21/2025

DESIGN DEVELOPMENT

A C

A D

EM

IC

V

IL

LA

G

E

PO

O L

LO

C

K

ER

R O

O M

S H

O W

ER

S

SH

ER

ID

AN

S

T.

P

EM

BR

O

KE

P

IN

ES

, F

L

4 PROJECT DESCRIPTION 5 6PROJECT SCOPE KEY PLAN

3/32" = 1' - 0" SHEET INDEX

3 NOT USED 2 1PROJECT SCOPE KEY PLAN

3/32" = 1' - 0" SYMBOL LEGEND

SHEET INDEX

Sheet № Sheet Name

Publish Order

A-001 ARCHITECTURAL DEMOLITION PLAN ● 1

G-000 COVER SHEET ● 1

G-002 GENERAL NOTES ● 1

G-003 ACCESSIBILITY INFORMATION ● 1

A-101 1ST FLOOR PLAN ● 2

A-401 1ST FLOOR REFLECTED CEILING PLANS ● 2

A-601 ENLARGED PLANS + ELEVATIONS ● 2

A-602 FIXTURE SCHEDULE ● 2

A-604 INTERIOR ELEVATIONS WOMENS ● 2

PROJECT INFORMATION

PROJECT NAME: ACADEMIC VILLAGE POOL LOCKER ROOM SHOWERS

ADDRESS: 17191 SHERIDANST, PEMBROKE PINES, FL 33029

SCOPE OF WORK

INTERIOR REFRESH OF THE EXISTING LOCKER ROOM SHOWERS AND SHOWER PARTITIONS AT THE ACADEMIC VILLAGE POOL .

REMOVE AND REPLACE EXISTING FINISHES, PLUMBING, AND LIGHTING FIXTURES AND SHOWER PARTITIONS. BATHROOM

ACCESSORIES, AND WALL-MOUNTED SPEAKERS.

NO EXTERIOR WORK OR STRUCTURAL CHANGES. NO MODIFICATION FOR EXISTING FIRE SPRINKLERS AND FIRE ALARM SYSTEM

BUILDING DESCRIPTION

BUILDING CONSTRUCTION TYPE: 3B – NON-COMBUSTIBLE EXTERIOR WITH COMBUSTIBLE INTERIOR

FULLY SPRINKLERED

STORIES: 1

FIRE ALARM SYSTEM: EXISTING SYSTEM TO REMAIN

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: 475.76 SQFT - WILL NOT BE OCCUPIED DURING CONSTRUCTION

REV. DATE DESCRIPTION

1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" 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.

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

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

5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY 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 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.

8. THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, OPERATIONS, OR UTILITIES WITHOUT OBTAINING OWNER'S PRIOR APPROVAL

AND INSTRUCTIONS IN EACH CASE.

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

THE NEW WORK.

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

DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION.

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.

12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS FOR DEMOLITION. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY CONDITIONS THAT WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING

WITH DEMOLITION.

13. 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.

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

REQUIRING BACKING.

15. 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.

16. 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.

17. 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 104.2.7)

18. 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 104.2.7)

19. IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERING AND FINAL EARTH GRADE O THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES. (FBC 1043.1.6)

20. 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.

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, CUERRENT EDITION. THE OWNER WILL NOT ACCEPT THE START OF THE WARRANTY PERIOD ON SYSTEMS OR EQUIPMENT UNTIL SUBSTANTIAL COMPLETION IS ISSUED.

21. 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.

21. 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.

23. 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.

SHOP DRAWINGS/ PRODUCT DRAWINGS SHALL BE SUBMITTED FOR ALL MATERIALS, PRODUCTS, FINISHES, MILLWORK, LAB EQUIPMENT, ROOFING, FIXTURES, EQUIPMENT, ETC., TO ARCHITECT FOR APPROVAL PRIOR TO ORDER PLACEMENT AND/OR INSTALLATION.

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

24. - 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.

25. - 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, CUERRENT EDITION. THE OWNER WILL NOT ACCEPT THE START OF THE WARRANTY PERIOD ON SYSTEMS OR EQUIPMENT UNTIL SUBSTANTIAL COMPLETION IS ISSUED.

26. 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.

27. 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.

NOTES:

CONTRACTOR SHALL SUBMIT ALL THE REQUIRED PRODUCT APPROVAL DOCUMENTATIONS AND SHOP DRAWINGS WITH ARCHITECT'S OR ENGINEER'S OF RECORD APPROVED STAMP TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUB-PERMITS.

ALL SIGNAGE TO COMPLY WITH TOWN OF DAVIE SIGNAGE ORDINANCE.

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.

CEM.

CER.

C.J.

C.I.

CLF

CLNG.

CLOS.

CLR.

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 Cement Ceramic Control Joint Cast Iron Chain Link Fence Ceiling Closet Clear

GND.

GR.

GYP.

G.W.B.

H.

H.B.

H.C.

HC

H.M.

HORIZ.

HR.

HT.

I.D.

INSUL.

INT.

JAN.

JT.

LAB.

LAM.

LAV.

LKR.

LT.

MANUF.

MAX.

MECH.

MEMB.

MET.

MIN.

M.R.

MUL.

Ground Grade Gypsum Gypsum Wallboard High Hose Bibb Hollow Core Handicap Hollow Metal Horizontal Hour Height Inside Diameter (Dim.)

Insulation Interior Janitor Joint Laboratory Laminate Lavatory Locker Light Manufacturer, Manufactured Maximum Mechanical Membrane Metal Minimum Moisture Resistant Mullion

CMU

C.O.

COL.

COMM.

COMP.

CONC.

CONN.

CONSTR.

CONT.

CORR.

C.T.

CTR.

CUST.

D.

DBL.

DEPT.

D.F.

DET.

DIA.

DIM.

DISP.

DN.

D.O.

DS.

DWG.

E.

EA.

E.J.

EL.

ELEC.

ELEV.

EMERG.

ENCLOS.

EQUIP.

Concrete Masonry Unit Cased Opening Column Communication Computer Concrete Connection Construction Continuous Corridor Ceramic Tile Center Custodial Deep Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Downspout Drawing East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosre Equipment

E.W.C.

E.W.H.

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.

FURR.

FUT.

GA.

GALV.

G.B.

GEN.

GFI

GL.

Electric Water Cooler Electric Water Heater 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 Furring Future Gauge Galvanized Grab Bar Generator, General Ground Fault Interrupt Glass

MUL.

N.

N.I.C.

NO. or#

NSF

N.T.S.

O.C.

OCC.

O.D.

O.S

OPNG.

OPP.

PART.

P.LAM.

PLYWD.

PR.

PRCST.

PROT.

PSF

P.T.

PTD.

R.

RAD.

R.D.

REF.

REINF.

REQ.

RESIL.

RM.

R.O.

R.W.L S.C

Mullion North Not In Contract Number Net Square Foot Not To Scale On Center Occupant(s) Outside Diameter (Dim.)

Overflow scupper Opening Opposite Partition Plastic Laminate Plywood Pair Pre-cast Protective Pound Per Square Foot Pressure Treated Painted Riser Radius Roof Drain Refrigerator Reinforced Required Resilient Room Rough Opening Rain Water Leader Solid Core

SCHED.

S.D.

SECT.

SH.

SHT.

SIM.

SPEC.

S.S.

SK.

STD.

STL.

STOR.

SUSP.

SYM.

TRD.

T.C.

TEL.

TEMP.

TER.

T.O.

T.P.

T.P.D.

TYP.

U.O.N.

UR.

VCT

VERT.

VEST.

V.I.F.

W/ W.C.

WD.

W/O

WSCT.

Schedule Smoke Detector Section Single Hung Sheet Similar Specification Stainless Steel Service Sink Standard Steel Storage Suspended Symmetrical Tread Top of Curb Telephone Tempered Terrazzo Top of Top of Pavement Toilet Paper Dispenser Typical Unless Otherwise Noted Urinal Vinyl Composition Tile Vertical Vestibule Verify in Field With Water Closet Wood Without Wainscot XX

XXX

XXX

xx

XXX

XX

XXX

XX

X

X

DETAIL REFERENCE

SECTION REFERENCE

INTERIOR ELEVATION REFERENCE

KEY NOTE REFERENCE

ROOM REFERENCE

WINDOW REFERENCE

DOOR REFERENCE

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

ELEVATION NUMBER

REFERENCE NUMBER

ROOM NAME

ROOM NUMBER

WINDOW NUMBER

DOOR NUMBER

REVISION NUMBERREVISION REFERENCE

ELEVATION MARK

WALL TYPE REFERENCE WALL TYPE

ELEVATION

LOCATION INDICATOR

±0"

XX

XX S.F.

SQUARE FEET

XXX

XX

dif el ssa i mS R sy t e

C

3C

3A

3B

3C

Drawing not to scale Drawing not to scalePlastic Pipe through

1 Hour Fire Rated Through Penetration Firestop for intumescent devices

T-rating = 0 Hr.

F-rating = 1 Hr.

Gypsum Walls using

Min. No. ofNom. pipe Pipe Max. annular Wrap Strips Diam. (in.) Type Space, (in.) Layers (inch)

WL2083

1 or 2 Hour Fire Rated

1-1/4 CPVC 3/16 3

4 PVC 3/8 7

4 PVC 1/8 6

3 PVC 1/8 4

2 PVC 3/16 3

1-1/2 PVC 1/16 3

TREMstop WBM.

Gypsum walls using Single Metal Pipe through

F-rating = 1 and 2 Hr.WL1054

1 Pre-rated gypsum wallboard/stud assembly.

2 Plastic Pipe - A) 4" dia. (or smaller) sch. 40 PVC pipe

3 A) TREMstop WS - wraps, wrapped tightly around pipe on both

B) TREMstop MCR - steel restricting collar, Mech. fastened around wraps and to both sides of wall.

C) FYRE-SIL - Min. 1/4" bead sealant applied to pipe/collar and wall/collar interfaces.

Through Penetration Firestop for for use in closed or vented piping systems.

CPVC pipe for use in closed piping systems.

B) 1-1/4" dia. (or smaller) SDR13.5 sides of wall according to table below:

The products used in the above assembly have been tested in accordance with the following:

ASTM E814 (UL1479) Standard Test Method for Through Penetration Firestopping.

T-rating = 0 and 1/2 Hr.

2 A) Steel Pipe - 6" diam.(or smaller) Sch. 40 (or heavier) steel

3 TREMstopWBM - fill Max. 3/4" annulus at a thickness of 1 " (2 Hr. F-rating) or 3/4" (1 Hr. F-rating).

ASTM E119 (UL 263) Standard for Fire Tests of Building Construction and Materials.

ASTM E814 (UL1479) Standard Test Method for Through Penetration Firestopping.

The products used in the above assembly have been tested in accordance with the following:

B) Conduit - 4" diam.(or smaller) EMT or rigid steel

1 1 or 2 - hour fire rated gypsum wallboard/stud assembly

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

GENERAL NOTES

G-002

Author

Checker

1500-2307.3000

01/21/2025

DESIGN DEVELOPMENT

A C

A D

EM

IC

V

IL

LA

G

E

PO

O L

LO

C

K

ER

R O

O M

S H

O W

ER

S

SH

ER

ID

AN

S

T.

P

EM

BR

O

KE

P

IN

ES

, F

L

LAB

LAB

LAB

GIRLS

1'-0"

5'- 0"

(T O

CE

NT

ER

LIN

E

OF

S

IG

N)

1'-0" 1'-0"

1'-0"

5'- 0"

(A S

PE

R

FB

C

-4

.30 .6)

5'- 0"

(T O

CE

NT

ER

LIN

E

OF

S

IG

N)

5'- 0"

(T O

CE

NT

ER

LIN

E

OF

S

IG

N)

CL

CL

FINISH FLOOR

(TYPICAL)

FINISH FLOOR

(TYPICAL)

LATCH SIDE OF

DOOR LEAF (UNLESS

SHOWN OTHERWISE)

RIGHT SIDE OF DBL.

LEAF DOUBLE SWING

DOORS (UNLESS SHOWN

OTHERWISE)

CL

FINISH FLOOR

(TYPICAL)

FIXED LEAF SIDE OF

DBL. LEAF DOORS

(UNLESS SHOWN

OTHERWISE)

TYPICALLY FIXED LEAF

DOORS. GENERALLY

MECHANICAL

ROOMS

FINISH FLOOR

(TYPICAL)

LATCH SIDE OF

DOOR LEAF (UNLESS

SHOWN OTHERWISE)

CL

C L

6" X 6" SIGN

SEE DETAIL 7/A-703 6" X 6" SIGN

SEE DETAIL

7/A-703

6" X 6" SIGN

SEE DETAIL 7/A-703

8" X 8"

SIGN

SEE DETAIL

7/A-703

LcLc

Lc

Lc

Lc

LC

MOUNTING HEIGHT IS TO

SPOUT OUTLET HEIGHT

SHELF, WHERE SPECIFIED

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

U R

IN

A

L

MOUNTING HEIGHT IS

TO TOP OF HIGHEST

OPERABLE PART OR

RECEPTACLE

H V

A C

C O

N

TR

O L

IN

TE

R C

O M

FI

R

E A

LA

R

M P

U

LL

SA

N

IT

A

R Y

N A

P K

IN

D

IS

P

EN

SE

R

H A

N D

D R

Y

ER

B A

R R

IE

R

F R

EE

E

W C

D

R

IN

K

IN

G

FO

U N

TA

IN

A D

A H

IG

H

-L O

W D

R

IN

K

IN

G F

O U

N

TA

IN

W

H

EN

O N

LY

O

N E

FI

X

TU

R

E P

ER

F

LO

O

R

P R

O V

ID

E

A P

R O

N F

O R

U

P P

ER

U

N

IT

T O

C O

M P

LY

W

IT

H A

D A

M

IR

R O

R S

TO

IL

ET

, G

R A

B B

A R

TO

IL

ET

P

A P

ER

H

O

LD

ER

M

IN

1/

2" B

ET

W

EE

N

T O

P

O F

TP

H

O

LD

ER

A

N D

B O

TT

. O

F G

R A

B B

A R

LI

G

H T

SW

IT

C H

ES

P O

W

ER

/D A

TA

/P

H O

N E

R

EC

EP

TA

C

LE

S

TO

IL

ET

, G

R A

B B

A R

T

O

IL

ET

P

A P

ER

H

O

LD

ER

(F

LU

SH

V A

LV

E

A T

O P

EN

S

ID

E

O F

TO

IL

ET

MOUNTING HEIGHT

FOR MIRROR:

BOTTOM EDGE OF

MIRROR

C

LO

TH

ES

H O

O K

S

W A

LL

M

O U

N

TE

D

SE

M I-

R

EC

ES

SE

D

FI

R E

EX

TI

N G

U

IS

H

ER

C A

B

IN

ET

W A

LL

M

O U

N

TE

D

FI

R

E

EX

TI

N

G U

IS

H

ER

SO

A

P D

IS

P

EN

SE

R

TO

W

EL

D

IS

P

EN

SE

R S

D

IS

P

O

SE

R S

SI

N

K S

L

A V

A

TO

R

IE

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

TO

C

A B

IN

ET

H A

N D

LE

C

LE

A R

M

IN

1 1 /2

A N

Y O

B

ST

R U

C

TI

O N

A B

O V

E G

R A

B B

A R

C

LE

A R

M

IN

1 1 /2

C

LE

A

R T

O

42"

8"

12"

M

IN

M A

X

M A

X

M A

X

M A

X

MIN

15"

M A

X

M

IN

18"

36" 6"

4" MAX

M A

X44

M A

X

M A

X

M A

X

FO

R

M O

R E

TH

A

N

L B

S

FO

R

U P

T O

L B

S

M A

X

A C

C

ES

SI

B

LE

S

IN

K

9"

6"MAX.

"M

IN

M A

X

"M

IN

17"MIN.

8"MIN.

M A

X

HOT WATER &

DRAIN PIPES

SHALL BE

INSULATED TO

PROTECT AGAINST

CONTACT. THERE

SHALL BE NO

SHARP OR

ABRASIVE

SURFACES UNDER

LAVATORIES.

M

IN27

M

IN27

M A

X

M A

X

ORIFICE

A D

A R

ES

TR

O O

M S

IG

N

PROVIDE ADA

RESTROOM

SIGNS, LATCH

SIDE OF DOORS

@ 5'-0" AFF,

SIGN SPECS

PER FBC

11-4.30, TYP

5' -0

A

.F .F

WATER COOLER CLEARANCE DETAIL MANEUVERING CLEARANCE AT DOORS MIN. CLEAR FLOOR SPACE W.C.

SINGLE W/ CORRIDOR CLEARANCE DOUBLE W.C. CORRIDOR CLEARANCE

FORWARD REACH DETAIL

T-SHAPE CLEARANCE 60"D TURNING CIRCLE

CAB CLEARANCE CONTROL PANEL DTL.'S FLARE / BUILT UP RAMP DETAILH.C. CLEARANCE(DOOR IN SERIES DETAIL) MAX. DOORWAY DEPTH DETAIL 2P 2N 2M 2L 2K

2J 2H

2G

SIDE REACH DETAIL

2F

2E 2D

2B2C 2A

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

ACCESSIBILITY

INFORMATION

G-003

Author

Checker

1500-2307.3000

01/21/2025

DESIGN DEVELOPMENT

A C

A D

EM

IC

V

IL

LA

G

E

PO

O L

LO

C

K

ER

R O

O M

S H

O W

ER

S

SH

ER

ID

AN

S

T.

P

EM

BR

O

KE

P

IN

ES

, F

L

3'

- 2

3'

- 0

3'

- 0

3'

- 0

3'

- 1

" SHWR

5'

- 1

0"

3'

- 0

3'

- 0

3'

- 1

CONCESS.

FD

LADDER TO ROOF HATCH HS

STORAGE. JANITOR

ADMISSIONS

H.C.

MECH

CORRIDOR

6' - 11" 2' - 0" 6' - 11"

WOMEN LOCKER

WOMEN TOILET

SHWR

CORRIDOR

30' - 11" 1' - 0" 6' - 0" 1' - 0" 5' - 8" 6' - 0" 6' - 8" 6' - 0" 31' - 11"

12' - 11"

0"

0" 0'

- 8

MECH

EXIST. TO REMAIN EXIST. TO REMAINEXIST. TO REMAIN

2'

- 1

0" 2'

- 4

0'

- 8

3' - 4"

2'

- 1

1" 4'

- 6

3'

- 0

3'

- 2

3'

- 2

3'

- 0

3'

- 0

3'

- 0

9'

- 4

9'

- 4

3' - 9"

6' - 11" 2' - 0" 6' - 11"

3' - 4"

3' - 4" 3' - 4" 3' - 4" 3' - 4"

MEN LOCKER

MEN TOILET

H.C.

2' - 0"

0"

3"

13' - 0"

8' - 4" 16' - 7" 8' - 5"

STORAGESTORAGE

01010101 0101

3'

- 2

3'

- 0

3'

- 0

3'

- 0

3'

- 1

5'

- 1

0" 3'

- 0

3'

- 0

3'

- 1

3'

- 2

3'

- 0

4'

- 6

2 2

2'

- 1

0" 3'

- 0

3'

- 0

9'

- 4

DEMOLITION NOTES

1. THE CONTRACTOR SHALL INCLUDE THE FURNISHING OF ALL MATERIALS,

EXTENSIONS, CONNECTIONS, CUTTING, PATCHING, PAINTING, REPAIRING, ADAPTING

AND OTHER WORK, INCIDENTAL TO, AND TOGETHER WITH SUCH TEMPORARY

CONNECTIONS AS MAY BE REQUIRED. THE CONSTRUCTION SHALL ALSO INCLUDE THE

REMOVAL OF MATERIALS AS DIRECTED.

2. ANY WORK NOT SHOWN ON THE DRAWING OR SPECIFICALLY MENTIONED IN THE

SPECIFICATIONS BUT CONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK

IN PROPER MANNER SHALL BE PROVIDED BY THIS CONTRACTOR WITHOUT ADDITIONAL

CHARGE.

3. WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT, OR

WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF PIPES, EQUIPMENT OR

APPARATUS, THE SAME SHALL BE REPAIRED OR CLOSED UP TO CORRESPOND IN

MATERIAL,QUALITY, SHAPE, AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK,

UNLESS OTHERWISE CALLED FOR. WHERE DAMAGE IS NOT REPAIRABLE, NEW ITEMS

OR EQUIPMENT SHALL BE PROVIDED.

4. INTERRUPTION OF EXISTING FACILITIES OR SERVICES SHALL BE KEPT TO A MINIMUM

AND THE CONTRACTOR SHALL FURNISH ALL MATERIALS REQUIRED WHENEVER

TEMPORARY CONNECTIONS ARE NECESSARY TO MAINTAIN

CONTINUITY OF SERVICE. INTERRUPTION OF EXISTING SERVICES, THE INSTALLATION

OF TEMPORARY FACILITIES, AND THE WORK OF MAKING FINAL CONNECTIONS TO THE

NETWORK SHALL BE DONE ONLY AT SUCH TIMES AS

PERMITTED AND SCHEDULED BY THE OWNER WITHOUT ADDITIONAL COST. CARE MUST

BE USED IN RESOLVING SERVICES TO AREAS BEING DEMOLISHED SO THAT SERVICES

TO OTHER AREAS WHICH MIGHT BE SERVED THROUGH THESE AREAS WILL NOT BE

INTERRUPTED.

5. WHERE WORK IS SHOWN TO BE REMOVED, CONTRACTOR SHALL CAP AND SEAL

EXISTING SANITARY AND WATER LINES AS REQUIRED.

6. COORDINATE WITH OWNER THE DISPOSAL OR STORAGE ON CAMPUS OF

EXISTING MATERIALS / EQUIPMENTS BEING REMOVED.

7. REMOVE ALL EXISTING INTERIOR FINISHES IN PREPARATION FOR NEW FINISHES AS

INDICATED ON NEW FINISH SCHEDULE AND WALL TYPES.

8.CONTRACTOR SHALL PATCH AND REPAIR ANY DRYWALL CEILING THAT IS EXISTING

TO REMAIN.

9.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO

EXISTING STRUCTURE OR EQUIPMENT CAUSED BY THIS OPERATION AND SHALL NOT

INTERFERE WITH EXISTING STRUCTURE SYSTEM.

10.UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL

DEBRIS AND PREPARED FOR NEW CONSTRUCTION.

11.EXISTING CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE REVIEWED WITH

ARCHITECT OF RECORD PRIOR TO REMOVAL.

12.WHERE EXISTING TILED FLOOR IS TO BE REMOVED, CONTRACTOR SHALL PREPARE

SLAB TO BE LEVELED & SMOOTH, READY TO RECEIVE NEW FINISH.

REMOVE AND PLUG WATER LINES AT SOURCE. (ONLY WHERE DENOTED)

13. ALL ITEMS OF SALVAGEABLE VALUE, DETERMINED BY THE OWNER, SHALL BE

CAREFULLY REMOVED, CLEANED, STORED AND TURNED OVER TO THE BUILDING

MANAGER, CONTRACTOR TO OBTAIN A RECEIPT. GC SHALL COORDINATE WITH CLIENT

/ MANAGER FOR STORAGE.

14.CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AND SHALL

PROTECT THE BUILDING STRUCTURE AND ALL EXISTING MATERIAL AND EQUIPMENT

NOT SCHEDULED FOR DEMOLITION.

15.CONTRACTOR SHALL PRACTICE ALL PRACTICAL CARE TO PROVIDE DUST AND NOISE

CONTROL PROTECTION. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO

ENVIRONMENTAL PROTECTION.

16.IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS,

COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES CONCERNING

REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL

POLLUTION.

17.CONTRACTOR SHALL OBTAIN ALL PERMITS WITH APPLICABLE BUILDING

DEPARTMENTS AND SHALL OBSERVE AND FOLLOW ALL APPLICABLE ORDINANCES AND

CODES.

18.CONTRACTOR SHALL INSPECT THE DEMISED BUILDING AREA AND FAMILIARIZE

HIMSELF WITH ALL EXISTING STRUCTURAL, MECHANICAL AND ELECTRICAL

CONDITIONS INVOLVED IN THIS CONTRACT.

19.CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS IN

THE PLANS AND FIELD CONDITIONS AND DISCREPANCIES IN PRODUCTS SPECIFIED.

20.CONTRACTOR SHALL COORDINATE AND ARRANGE USE OF TOILET FACILITIES WITH

OWN CLIENT.

21.CONTRACTOR SHALL REMOVE, CUT AND PATCH ALL EXISTING CONSTRUCTION AND

FINISHES AS REQUIRED TO PREPARE THE PREMISES FOR NEW WORK AND ALTERED

WORK.

22.ALL EXISTING SURFACES THAT ARE WITHIN THE SCOPE OF NEW WORK SHALL BE

EXAMINED FOR CRACKS, WAVES, IMPERFECTIONS AND IRREGULARITIES: ALL

SURFACES SHALL BE EITHER PATCHED OR PLASTERED AND MADE READY TO RECEIVE

NEW FINISHES OR MADE TO MATCH OR ALIGN WITH ALL EXISTING MATERIALS AND

FINISHES.

23.ALL SPRINKLER HEADS, SMOKE DETECTORS, FIRE ALARM AND ALL OTHER LIFE

SAFETY DEVICES, UNLESS OTHERWISE NOTED, SHALL REMAIN

24.ALL PENETRATION FIRE-STOPS FOR METAL PIPE AND INSULATED PIPE SHALL BE IN

ACCORDANCE WITH UNDERWRITERS LABORATORY TEST ASSEMBLY UL 1479.

25.GC SHALL MAINTAIN THE INTEGRITY OF THE FIRE ENVELOPE DURING DEMOLITION

AND CONSTRUCTION.

26.ALL EXISTING FIRE EXTINGUISHERS SHALL BE REMOVED THROUGHOUT AND

REPLACED AS PER RENOVATION DRAWINGS.

27.CONTRACTOR SHALL REFER TO ASBESTOS SURVEY PROVIDED BY CLIENT. ALL

ASBESTOS CONTAINING MATERIAL SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE REGULATIONS, LAWS AND ORDINANCES CONCERNING REMOVAL,

HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION.

28.THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM

DIFFERENT SOURCES ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE.

CONDITIONS DIRECTLY AFFECTING THE PRODUCT, OR ITS INSTALLATION MUST BE

FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED

REPRESENTATIVE PRIOR BIDDING.

29.GC SHALL VISIT SITE PRIOR TO BID SUBMISSION AND REVIEW ALL EXISTING

CONDITIONS. GC IS RESPONSIBLE FOR PROVIDING ALLOWANCES TO COVER

MANIPULATION OF EXISTING CONDITIONS IN ORDER TO SATISFY DESIGN INTENT

DEPICTED IN THE CONTRACT DOCUMENTS.

36.EXISTING SLAB SHALL BE TESTED FOR MOISTURE INTRUSION. MAY RESULTS SHOW

POSITIVE, THE GC SHALL PROVIDE VAPORT BARRIER THROUGHOUT THE SPACE TO

ENSURE ALL FLOOR FINISHES ARE ABLE TO BE COVERED BY THE PRODUCT

WARRANTIES. (APPLICABLE TO ALL GROUND FLOOR LOCATIONS/SPACES WITHOUT

EXCEPTION)

EXISTING WALL TO REMAIN

PARTITIONS TO BE DEMOLISHED

N 0'-0" 4'-0" 8'-0" 16'-0"

GRAPHIC SCALE

LEGEND

OUT OF SCOPE

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

ARCHITECTURAL

DEMOLITION PLAN

A-001

IA

ML

1500-2307.3000

01/21/2025

DESIGN DEVELOPMENT

A C

A D

EM

IC

V

IL

LA

G

E

PO

O L

LO

C

K

ER

R O

O M

S H

O W

ER

S

SH

ER

ID

AN

S

T.

P

EM

BR

O

KE

P

IN

ES

, F

L

1 DEMOLITION PLAN

4 KEY NOTES FOR DEMO

1. REMOVE EXISTING 4" MASONRY SHOWER PARTITIONS

2. REMOVE EXISTING FLOORING

3. REMOVE EXISTING PLUMBING FIXTURE

1/4" = 1' - 0" 2 DEMOLITION NOTES

3 DEMOLITION LEGEND

SHWR

188 CONCESS.

FD

LADDER TO ROOF HATCH HS

STORAGE.

JANITOR

ADMISSIONS

H.C.

MECH

CORRIDOR

6' - 11" 2' - 0" 6' - 11"

WOMEN LOCKER

WOMEN TOILET

SHWR

CORRIDOR

30' - 11" 1' - 0" 6' - 0" 1' - 0" 5' - 8" 6' - 0" 6' - 8" 6' - 0" 31' - 11"

12' - 11"

0" 0'

- 8

MECH

EXIST. TO REMAIN EXIST. TO REMAINEXIST. TO REMAIN

0'

- 8

8"

2'

- 4

0'

- 8

3' - 4"

REMOVE OLD SPEAKER IN WALL

6' - 11" 2' - 0" 6' - 11"

3' - 4" MEN LOCKER

MEN TOILET

H.C.

2' - 0"

0"

3"

13' - 0"

8' - 4" 16' - 7" 8' - 5"

STORAGESTORAGE

/ A

-6

/ A

-6

2'

- 8

2'

- 1 0"

5'

- 8

3'

- 0

6'

- 1

1" 1'

- 5

2'

- 1

0" 3'

- 0

3'

- 0

/ A

-6

/ A

-6

A-601 2 A-601

8 / A-601 7 / A-601

12' - 1" 0' - 8" 15' - 10" 15' - 10" 0' - 8" 12' - 1"

6 666

2 2

6' - 5"

FLOOR PLAN NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

DO NOT SCALE DRAWINGS, CONTACT THE ARCHITECT IN WRITING

FOR CLARIFICATIONS OR MISSING DIMENSIONS BEFORE

CONTINUING WITH CONSTRUCTION.

ALL DIMENSIONS ARE TO FACE OF STUD, GRID LINE OR FACE OF

MASONRY.

ALL DIMENSIONS NOTED AS "CLEAR" OR "FINISH" ARE TO FACE OF

FINISH SURFACE TO MAINTAIN ADA CLEARANCES.

FOR FURTHER DIMENSIONS; SEE LARGE SCALE PLANS, INTERIOR

ELEVATIONS, EXTERIOR ELEVATIONS, SECTIONS, AND DETAILS.

CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY

DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION IN

WRITING BEFORE EXECUTION OF WORK.

REFER TO SHEET G-003 REGARDING "ACCESSIBILITY INFORMATION

AND DIAGRAMS" FOR ADDITIONAL INFORMATION.

CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND

TYPE OF NON-COMBUSTIBLE BLOCKING FOR INSTALLATION OF

SIGNAGE, TOILET ACCESSORIES, HARDWARE, MILLWORK, ETC.

ALL CONCEALED WOOD OR EXPOSED PLYWOOD BACKING IN

MECHANICAL, ELECTRICAL AND I.T. ROOMS SHALL BE FIRE

RETARDANT TREATED (F.R.T).

REFER TO LS (LIFE SAFETY) SERIES DRAWINGS FOR ADDITIONAL

INFORMATION AND FIRE RATINGS.

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.

WALL / PARTITION

GRAPHIC LEGEND

NEW DRYWALL PARTITION TO

INSTALL

EXISTING WALL TO

REMAIN

N 0'-0" 4'-0" 8'-0" 16'-0"

GRAPHIC SCALE

X ### PARTITION TYPE TAG

OUT OF SCOPE

LEGEND

1. NEW FLOORING REFER TO FINISH SCHEDULE

2. NEW PLUMBING FIXTURES TO REPLACE EXISTING,

REFER TO ENLARGED FLOOR PLAN AND FIXTURE

SCHEDULE

3. NEW 1" RESTROOM PARTITIONS, REFER TO FIXTURE

SCHEDULE

4. NEW DRAIN COVERSB TO REPLACE EXISTING REFER

TO FIXTURE SCHEDULE

5. NEW WALL TILE REFER TO FINISH SCHEDULE AND

ELEVATIONS

EXISTING 8" MASONRY

BLOCK TO REMAIN

EXISTING 5/8" STUCCO TO

REMAIN

7/8" OR 1 5/8" 25 GAUGE

METAL STUD FRAMING 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. APPLY

HYDROBAN BY LATICREDE

AT ALL SHOWER AREAS

CONTINUOUS 4" EPOXY

COVE BASE, NO SEAM

WITH FLOORING

EXTERIORINTERIOR

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

1ST FLOOR PLAN

A-101

IA

ML

1500-2307.3000

01/21/2025

DESIGN DEVELOPMENT

A C

A D

EM

IC

V

IL

LA

G

E

PO

O L

LO

C

K

ER

R O

O M

S H

O W

ER

S

SH

ER

ID

AN

S

T.

P

EM

BR

O

KE

P

IN

ES

, F

L

1 NOTES

FLOOR PLAN

1/4" = 1' - 0"

WALL TYPES

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

3 SHOWER WATERPROOFING DETAIL SEMCO

NTS

REV. DATE DESCRIPTION

2 3 4 5 6 7

0"

FS FS

FS FS

FS

FS

FS

FSFS

FSFS

FS

FS

FS

8' - 2" 8' - 2"

STR-1STR-1

EQ EQ

2'

- 1

0" 2'

- 1 0"

2'

- 1

0"

2'

- 1

0" 2'

- 1 0"

2'

- 1

0"

EQ EQ

GWB1 PAINTED MOISTURE RESISTANT GWB

CEILING PAINTED PT01

STR-1 EXPOSED STRUCTURE

1.

2.

3.

4.

5.

6.

7.

8.

DO NOT SCALE DRAWINGS, CONTACT THE ARCHITECT IN

WRITING FOR CLARIFICATIONS OR MISSING DIMENSIONS.

CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY

DISCREPANCY, INACCURACY OR CONFLICTING INFO. PRIOR TO

EXECUTION OF THE WORK.

CEILING HEIGHTS SHOWN ARE RELATIVE TO THE FINISH FLOOR

OF THE SPACE AND/OR ROOM SHOWN.

LIGHT FIXTURES AND HVAC DIFFUSERS ARE GENERALLY

CENTERED OR EQUALLY SPACED WITHIN THE CEILING AND/OR

SOFFITS; UNLESS OTHERWISE SHOWN IN THE RCP OR

DIMENSION.

ALL CEILING MOUNTED DEVICES AND SPRINKLER HEADS SHALL

BE CENTERED WITHIN THE CEILING TILE.

REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE

DESIGNATION, SPECIFICATIONS AND SCHEDULES.

REFER TO FIRE PROTECTION, MECHANICAL AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

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.

RCP GRAPHIC LEGEND

NOTE: KEYNOTE NUMBERING IS FOR ORGANIZATIONAL PURPOSES

ONLY AND NOT INTENDED TO REFERENCE A SPECIFIC CSI DIVISION

KEYNOTE LEGEND

SURFACE MOUNT OR SUSPENDED LED FIXTURE

N 0'-0" 4'-0" 8'-0" 16'-0"

GRAPHIC SCALE

SPRINKLER HEADS

AC VENT

CEILING MOUNTED LIGHTING FIXTURE

1. NEW LIGHT FIXTURES TO REPLACE EXISTING

2. EXISTING GYPSOM CEILING TO REMAIN. PATCH AND REPAIR ALL

DAMAGED SURFACES. FOR PAINT, REFER TO FINISH SPECIFICATIONS.

FS

AC REGISTER

HVAC SUPPLY DIFFUSER

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

1ST FLOOR

REFLECTED CEILING

PLANS

A-401

IA

ML

1500-2307.3000

01/21/2025

DESIGN DEVELOPMENT

A C

A D

EM

IC

V

IL

LA

G

E

PO

O L

LO

C

K

ER

R O

O M

S H

O W

ER

S

SH

ER

ID

AN

S

T.

P

EM

BR

O

KE

P

IN

ES

, F

L

2 LIGHTING FIXTURE SCHEDULE

3 REFLECTED CEILING PLAN

TROFER

RECESSED

CEILING MOUNT

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

BACK-UP WHEN REQUIRED, W/ DRYWALL GRID ADAPTERS1

1 LEGEND

EXISTING

GYPSOM BOARD

VEILING PATCH

AND REPAIR

SHERWIN WILLIAMS COLOR TBD

5/8" MOLD RESISTANT GYPSOM BOARD SATIN FINISH

PRODUCTTAG MANUFACTURER MODEL SPECIFICATION

/ A

-6

/ A

-6

7 / A-601

2'

- 1

0" 3'

- 0

3'

- 0

3'

- 0

3'

- 1

5'

- 1

0" 3'

- 0

3'

- 0

3'

- 1

5' - 6" 3' - 3" 5' - 6"

14' - 3"

14' - 3"

4 4

4' - 8" 5' - 0" 4' - 8"

7 7 7 7 7

4'

- 0

14' - 11"

1111111111

WT-01

4 4 4 4

4'

- 6

1'

- 6

1' - 7" 3' - 2" 3' - 0" 3' - 0" 3' - 0" 1' - 2"

3 3 3 3 3

4'

- 0

0'

- 6

4'

- 6

1'

- 6

" 11 11 11

7 7 7 7

4 4 4

2' - 10" 4' - 6" 3' - 0" 3' - 2" 1' - 5"

3 3 3 3

4'

- 0

1'

- 4

4'

- 6

1'

- 6

4' - 8"5' - 0"4' - 8"

77 9

/ A

-6

/ A

-6

8 / A-6012'

- 1

0" 3'

- 0

3'

- 0

3'

- 0

3'

- 1

5'

- 1

0" 3'

- 0

3'

- 0

3'

- 1 "13

14' - 3"

5' - 6" 3' - 4" 5' - 6"

4' - 8" 5' - 0" 4' - 8"

4'

- 6

1'

- 6

"11 11 11 WT-01

7 7 7 7

14' - 11"

1' - 6" 3' - 2" 3' - 0" 4' - 5" 2' - 10"

3 3 33

4'

- 6

1'

- 6 " 11 11 11 11

WT-01

7 7 7 7 7

OPEN CORRIDOR

1' - 2" 3' - 0" 3' - 0" 3' - 0" 3' - 2" 1' - 7"

3 3 3 3 3

2'

- 0

WT-01

4' - 8"4' - 11"4' - 8"

1'

- 4

4'

- 6

1'

- 6

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

ENLARGED PLANS +

ELEVATIONS

A-601

IA

ML

1500-2307.3000

01/21/2025

DESIGN DEVELOPMENT

A C

A D

EM

IC

V

IL

LA

G

E

PO

O L

LO

C

K

ER

R O

O M

S H

O W

ER

S

SH

ER

ID

AN

S

T.

P

EM

BR

O

KE

P

IN

ES

, F

L

6 5

23 WOMENS SHOWERS NORTHWOMENS SHOWER WEST

MENS SHOWERS WEST MENS SHOWERS NORTH

8 ENLARGED PLAN MENS SHOWERS

3/8" = 1' - 0"

3/8" = 1' - 0" 3/8" = 1' - 0"

3/8" = 1' - 0"

7 ENLARGED PLAN WOMENS SHOWERS

3/8" = 1' - 0" 3/8" = 1' - 0"

REV. DATE DESCRIPTION

4 MENS SHOWERS EAST

3/8" = 1' - 0"

1 WOMENS SHOWERS EAST

3/8" = 1' - 0"

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

FIXTURE SCHEDULE

A-602

IA

ML

1500-2307.3000

01/21/2025

DESIGN DEVELOPMENT

A C

A D

EM

IC

V

IL

LA

G

E

PO

O L

LO

C

K

ER

R O

O M

S H

O W

ER

S

SH

ER

ID

AN

S

T.

P

EM

BR

O

KE

P

IN

ES

, F

L

2 FIXTURE SCHEDULE 1 FINISH SCHEDULE

TAG PRODUCT MANUFACTURER MODEL SPECIFICATION

SHOWER HEAD &

TRIMMER

KOHLER3

PRIVACY

PARTITIONS

HDPE RESIN

SCRANTON HINY HIDERS

FINISH: SOLID PLASTIC, TYPE: HEADRAIL BRACED, COLOR: CHARCOAL GREY,

TEXTURE: OP (ORANGE PEEL), PILASTER SHOES: STAINLESS STEEL, BRACKET

TYPE: CONTINUOUS STAINLESS STEEL, HINGE TYPE: CONTINUOUS

STAINLESS STEEL HELIX, ALUMINUM HEADRAIL

SOAP DISPENSER

SURFACE MOUNT

BOBRICK B-2013 RECESSED, FOAM SOAP DISPENSER, SENSOR7

GRAB BAR

SURFACE MOUNT

BOBRICK B-6806 18", 36" OR 42" AS REQUIRED9

FLOOR DRAIN WATTS FD-100-M COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE

MEMBRANE CLAMP AND ADJUSTABLE TYPE "M" NICKEL BRONZE STRAINER,

SQUARE TOP, VANDAL PROOF. PROVIDE ALL LOWER LEVEL FLOOR DRAINS

WITH BALL FLOAT VALVE WATTS MODEL# BV-300.

TRENCH DRAIN

COVER12

WALL CLEANOUT WATTS CO-460 OR 300-S7 CAST IRON WITH STAINLESS STEEL TOP, POLISHED ROUND COVER. PROVIDE WITH

VANDAL RESISTANT SECURED TOP.13

REV. DATE DESCRIPTION

TRITON K-TS6910-4G-CP RITE-TEMP SHOWER VALVE TRIM WITH LEVER HANDLE AND 1.75 GPM

SHOWERHEAD

TAG PRODUCT MANUFACTURER MODEL SPECIFICATION

WT-01

HDPE RESIN SCRANTON HINY HIDERS

FINISH: SOLID PLASTIC, TYPE: HEADRAIL

BRACED, COLOR: CHARCOAL GREY, TEXTURE:

OP (ORANGE PEEL), PILASTER SHOES:

STAINLESS STEEL, BRACKET TYPE:

CONTINUOUS STAINLESS STEEL, HINGE TYPE:

CONTINUOUS STAINLESS STEEL HELIX,

ALUMINUM HEADRAIL

WALL TILE CROSSVILLE LAMINAM PORCELAIN

PANEL

SKU:L3122.1M3M COLLECTION NATURALI,

COLOR: OSSIDIANA VENA GRIGIA, FINISH:

MATTE, SIZE: 3'3" X 9' 10" THICKNESS 3MM

EPOXY FLOORING SEMCO X-BOND SEAMLESS

STONE

TYPE: ADA SAFTEY SURFACE, COLOR: GRAY

MARBLE, FINISH: ADA1