26-8703_Exhibit_M6_Phase_1B_Architecture_Plans.pdf

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3, IMMOKALEE SPORTS COMPLEX

505 Escambia St., Immokalee, Florida

Final Construction Documents Submittal - Phase 1B

Stantec Project ID: 215617854 County Project #80429.1.1 and 80320.1

County PO #4500236356

PROJECT COMPONENT SECTION

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G-001 DRAWING SUBMITTAL LOG & SHEET INDEX n/a ● ●

G-002 GENERAL NOTES, ABBREVIATIONS, & LEGEND n/a ● ●

A-050 ADA GUIDELINES n/a ● ●

A-051 ADA GUIDELINES n/a ● ●

A-101.2 FIELD RESTROOM AND PAVILION PLAN as shown ● ●

A-102.2 FIELD RESTROOM AND PAVILION ROOF PLAN 1/4" = 1'-0" ● ●

A-200.2 FIELD RESTROOM AND PAVILION EXTERIOR ELEVATIONS 1/4" = 1'-0" ● ●

A-300.2 FIELD RESTROOM AND PAVILION RCP 1/4" = 1'-0" ● ●

A-500.2 FIELD RESTROOM AND PAVILION BUILDING SECTIONS 1/4" = 1'-0" ● ●

A-510.2 FIELD RESTROOM AND PAVILION WALL SECTIONS 3/4" = 1'-0" ● ●

A-540 ROOF DETAILS 3" = 1'-0" ● ●

A-602 FIELD RESTROOM INTERIOR ELEVATIONS 1/4" = 1'-0" ● ●

A-700.2 DOOR AND LOUVER SCHEDULES n/a ● ●

A-711 PLUMBING FIXTURE & RESTROOM ACCESSORY SCHEDULES - NEW FIELD RESTROOMS n/a ● ●

M-000 MECHANICAL SYMBOLS, ABBREVIATIONS AND NOTES n/a ●

M-201 FIELD RESTROOM NEW PLAN 1/4" = 1'-0" ●

M-701 MECHANICAL DETAILS n/a ●

M-801 MECHANICAL SCHEDULES n/a ●

E-001 ELECTRICAL NOTES & SPECS n/a ●

E-101 PHASE 1B SITE PLAN 1/4" = 1'-0" ●

E-201 FIELD RESTROOM LIGHTING PLAN 1/4" = 1'-0" ●

E-301 FIELD RESTROOM POWER PLAN 1/4" = 1'-0" ●

E-401 ONE-LINE DIAGRAM -PHASE 1B n/a ●

E-402 SITE LIGHTING RISER DIAGRAM - PHASE 1B n/a ●

E-601 SCHEDULES & CALCS n/a ●

E-602 SCHEDULES & CALCS n/a ●

E-701 SOCCER 3 LIGHTING PLAN 1/16" = 1'-0" ●

E-702 SOCCER 2 LIGHTING PLAN 1/16" = 1'-0" ●

E-703 SOCCER 1 LIGHTING PLAN 1/16" = 1'-0" ●

E-801 ELECTRICAL DETAILS n/a ●

P-000 PLUMBING NOTES n/a ●

P-201 FIELD RESTROOM NEW PLAN - SAN as shown ●

P-202 FIELD RESTROOM NEW PLAN - DOM as shown ●

P-401 PLUMBING DETAILS n/a ●

P-402 PLUMBING DETAILS n/a ●

ST1-000 STRUCTURAL NOTES n/a ● ●

ST1-010 SITE PLAN 1" = 60'-0" ● ●

ST1-020 FIELD RESTROOM & PAVILLION WIND PRESSURES as shown ● ●

ST1-101 FIELD RESTROOM & PAVILLION FRAMING PLAN 3/16" = 1'-0" ● ●

ST1-200 FIELD RESTROOM & PAVILLION BUILDING SECTIONS as shown ● ●

ST1-300 FOUNDATION DETAILS 3/4" = 1'-0" ● ●

ST1-310 SLAB ON GRADE DETAILS 3/4" = 1'-0" ● ●

ST1-320 BEAM SCHEDULE 3/4" = 1'-0" ●

ST1-330 MASONRY DETAILS 3/4" = 1'-0" ● ●

ST1-340 ROOF DETAILS as shown ● ●

ST1-350 TYPICAL PREENGINEERED TRUSS DETAILS as shown ●

ELECTRICAL COMPONENT DRAWINGS

PLUMBING COMPONENT DRAWINGS

STRUCTURAL COMPONENT DRAWINGS

DRAWING SUBMITTAL LOG and SHEET INDEX

MECHANICAL COMPONENT DRAWINGS

ARCHITECTURAL COMPONENT DRAWINGS

SUBMITTAL

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215617854

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1. DEVELOPMENT TO MEET ACCESSIBILITY REQUIREMENTS FLORIDA ACCESSIBILITY CODE 2020, AS APPLICABLE:

CODE NOTES

SECTION 206 -ACCESSIBLE ROUTES

SECTION 206.2.1 -SITE ARRIVAL POINTS

SECTION 206.2.8 -EMPLOYEE WORK AREAS

SECTION 206.4 -ENTRANCES

207 -ACCESSIBLE MEANS OF EGRESS

215- FIRE ALARM SYSTEMS

304.4 - DOOR SWING

305.6 - APPROACH

305.7 - MANUEVERING CLEARANCE

306 -KNEE AND TOE CLEARANCE

307 -PROTRUDING OBJECTS

1. THIS DRAWING IS ONLY TO ASSIST IN SHOWING THE SCOPE OF DEMOLITION WORK AND IS NOT INTENDED TO INDICATE ALL DEMOLITION. CONTRACTOR SHALL

REMOVE ALL EXISTING ITEMS AS REQUIRED TO COMPLETE THE JOB.

2. NOT ALL ITEMS TO BE DEMOLISHED ARE SHOWN ON THE PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A WALK-THRU OF THE PROJECT PRIOR TO SUBMITTING A BID TO THE OWNER FOR IDENTIFYING POSSIBLE CRITICAL ITEMS, NOT OR INCORRECTLY ADDRESSED, WHICH REQUIRE REMOVAL/ RELOCATION.

3. PROVIDE SAFETY FEATURES DURING WORK COMPLYING WITH APPLICABLE CODES, RULES AND REGULATIONS HAVING JURISDICTION OF THE PROJECT.

4. CUT, REMOVE, PATCH, ALTER AND REFINISH EXISTING CONSTRUCTION AS REQUIRED TO LEAVE WORK COMPLETE AND IN SATISFACTORY CONDITION. CLOSELY

MATCH TEXTURE AND FINISH OF EXISTING ADJACENT SURFACE.

5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED TO PROTECT ALL UNDERGROUND OR OTHER CONCEALED UTILITIES. CONTRACTOR IS TO INSPECT CEILING AND CHASES TO ASSURE PROPER IDENTIFICATION OF UTILITIES PRIOR TO CUTTING, PATCHING, ETC. AS REQUIRED AND INDICATED ON M.E.P. DOCUMENTS.

6. OPENINGS LEFT THROUGH RATED AND SMOKE PARTITIONS DUE TO REMOVAL OF DUCTWORK AND/OR CONDUITS SHALL BE CLOSED (BOTH SIDES).TO MAINTAIN THE

FIRE RATING INTEGRITY OF PARTITION PER THE APPLICABLE UL LISTING.

7. RENOVATION WORK SHALL ENTAIL INTERVENTIONS IN AREAS OUTSIDE OF THE IMMEDIATE SCOPE OF WORK, INCLUDING WORK ABOVE AND/OR BELOW THE FLOOR LEVEL WITHIN THE SCOPE. IT SHALL REQUIRE WORK INVOLVING REMOTE UTILITY LINES (ELECTRICAL, MECHANICAL, PLUMBING, COMMUNICATIONS, ETC.). ANY SUCH WORK SHALL BE ALL-INCLUSIVE. PROVIDE ALL STRUCTURES, UTILITIES, FINISHES AND EQUIPMENT REQUIRED TO RESTORE THE AREA TO FULLY OPERATIONAL CONDITIONS AND COMPLIANCE WITH RATING INTEGRITIES TO MEET THE OWNER'S APPROVAL. ALL WORK AS DESCRIBED IN THIS NOTE SHALL BE INCLUDED AS PART

OF THE BASE CONTRACT PRICE.

8. CONTRACTOR SHALL COORDINATE DEMOLITION WORK SCHEDULE WITH ADMINISTRATION IN ORDER TO PROVIDE SUFFICIENT ADVANCE NOTICE FOR THE BEGINNING

OF WORK IN EACH EXISTING AREA OR FLOOR LEVEL.

9. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND/OR INSTALLATION OF NEW WORK AND/OR UTILITIES, PROVIDE A FLUSH AND EVEN SURFACE AS REQUIRED TO MATCH ADJACENT SURFACES AND/OR RECEIVE NEW SCHEDULED FINISHES.

10. ALL DEMOLITION WORK IS DENOTED BY BROKEN LINES. ANY DISCREPANCIES OR DOUBTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO

COMMENCING WORK FOR CLARIFICATION.

11. ALL AREAS SCOPED FOR DEMOLITION WORK SHALL BE LEFT PREPPED TO RECEIVE NEW WORK. CONTRACTOR TO COORDINATE WITH NEW WORK PLANS

12. ARCHITECTURAL DRAWINGS WILL IDENTIFY DEMOLITION OF CERTAIN ITEMS INVOLVING OTHER DISCIPLINES HOWEVER IT'S THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL OTHER CONSULTANT DRAWINGS (STRUCTURAL, CIVIL, LANDSCAPE, MEP'S, POOL, ETC) APPLICABLE TO THIS PROJECT TO IDENTIFY FULL SCOPE.

13. ALL ITEMS NOTED TO BE DEMOLISHED SHALL INCLUDE ALL CORRESPONDING COMPONENTS AND ACCESSORIES TO IT'S ENTIRETY.

14. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION

15. PLUMBING FIXTURE NEW LOCATIONS MAY INVOLVE THE DEMOLITION OF THE EXISTING SLAB ON GRADE TO PROVIDE NEW PLUMBING TIE-INS. SIMILAR WILL APPLY. TO NEW COLD & HOT WATER CONNECTIONS WHICH WILL INVOLVE THE DEMOLITION OF WALLS. CONTRACTOR SHALL PROVIDE A FIELD INSPECTION TO

ASSESS. THE EXTENT OF THE DEMOLITION AND INCLUDE IN OVERALL BID (SCOPE OF WORK).

GENERAL DEMOLITION NOTES

DELEGATED DESIGN SERVICES

A. PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS, PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN

CRITERIA INDICATED.

B. DELEGATED DESIGN SERVICES STATEMENT: SUBMIT A STATEMENT SIGNED AND SEALED BY THE RESPONSIBLE DESIGN PROFESSIONAL, FOR EACH PRODUCT AND SYSTEM SPECIFICALLY ASSIGNED TO CONTRACTOR TO BE DESIGNED OR CERTIFIED BY A DESIGN PROFESSIONAL, INDICATING THAT THE PRODUCTS AND SYSTEMS ARE IN COMPLIANCE WITH PERFORMANCE AND DESIGN CRITERIA INDICATED. INCLUDE LIST OF CODES, LOADS, AND OTHER FACTORS USED IN

PERFORMING THESE SERVICES.

ELEV

25'-0"

BUILDING SECTION KEY

GENERAL LEGEND

SPOT ELEVATION

KEY

EXTERIOR ELEVATION KEY

ENLARGED PLAN KEY

ALIGN KEY

DETAIL NUMBER

DRAWING NUMBER

REVISION KEY

DIMENSION LINE

DETAIL KEY:

N.I.C. SHADING

MATCH LINE

MATCH LINE

SEE X/XXXX

COLUMN LINE INDICATORS

WINDOW TYPE

PRECAST CONCRETE TYPE

DOOR NUMBER

SEALANT & BACKER ROD

SEALANT

DRINKING FOUNTAIN

FIRE EXTINGUISHER - BRACKET

MOUNTED

FLOOR DRAIN

ROOF DRAIN

MULTIPLE INTERIOR

ELEVATIONS

1 13/32"

S

S

DF

FD

RD

WALL SECTION KEY

A400

INTERIOR ELEVATION KEY

FIRE EXTINGUISHER

CABINET - SEMI-

RECESSED

LOUVER TYPE

A-101

1 SIM

LIMIT OF WORK

FINISH TAG

A-202b

SIM

A510

SIM

DECK DRAINDD

FIRE EXTINGUISHER

CABINET - SURFACE

MOUNTED

FIRE EXTINGUISHER CABINET -

FULLY RECESSED

FC

WALL

BASE

FLOOR

ROOM NAME

FS

FR

FE

ACT1

10' - 0"

RCP TAG

C.5

C.5 COLUMN LINE INDICATORS

(EXSITING BUILDINGS)

A500

A500

F ASSEMBLY TYPE (P / W / F / R)

TYPE (W/ ALFA MODIFIER IF

INDICATED)

1x

PARTITION (P) /

EXTERIOR WALL (W) /

FLOOR (F) / ROOF (R)

ASSEMBLY TAG

C

W1

LOBBY

ROOM NAME

ROOM NUMBER

1 FIXTURE / ACCESSORY TAG

L1

FINISH SYMBOLPT-1

GENERAL NOTES

1. CONSTRUCTION MANAGER (CM) – THE TERM “CONSTRUCTION MANAGER (CM) ” "GENERAL CONTRACTOR" AND "CONTRACTOR" SHALL HAVE THE SAME MEANING UNLESS NOTED OTHERWISE

2. IT IS THE RESPONSIBILITY OF THE CM AND EACH OF HIS SUBCONTRACTORS TO REVIEW ALL DRAWINGS, ADDENDA, ETC. TO ENSURE COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW ALL CONTRACT DOCUMENTS FOR APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM PERFORMING ALL WORK

REQUIRED.

3. IT IS THE RESPONSIBILITY OF THE CM AND EACH OF HIS SUBCONTRACTORS TO REVIEW ALL DRAWINGS, ADDENDA, ETC. TO INCLUDE ALL SCOPE APPLICABLE TO EACH TRADE. FAILURE TO REVIEW ALL CONTRACT DOCUMENTS OR NOT CLARIFY QUESTIONS FOR APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM

PERFORMING ALL WORK REQUIRED.

4. THE CM SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS. ALL WORK SHALL COMPLY WITH ALL LOCAL GOVERNING ORDINANCES AND OTHER LEGAL

REQUIREMENTS OF PUBLIC AUTHORITIES WHICH BEAR ON PERFORMANCE OF WORK.

5. THE CM SHALL COMPLY WITH ALL OSHA REGULATIONS 2020 FBC SAFEGUARDS DURING CONSTRUCTION REQUIREMENTS.

6. THE CM SHALL LIMIT CONSTRUCTION OPERATIONS TO WITHIN THE LIMITS OF CONSTRUCTION. (THE CM IS SOLELY RESPONSIBLE FOR ANY DAMAGES OUTSIDE THE LIMITS OF

CONSTRUCTION & NEEDS TO REMEDIATE TO ITS ORIGINAL STATE.)

7. THE CM SHALL COOPERATE WITH THE OWNER, THE OWNER'S REPRESENTATIVES, USERS, FIRE DEPARTMENT, BUILDING DEPARTMENT AND OTHER ENTITIES WHILE WORKING ON THIS

PROJECT

8. THE CM SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ALL WORK UNDER THE CONTRACT REGARDLESS OF WHICH DRAWING SHEETS MAY DEPICT THE WORK WHILE OTHERS MAY NOT. CM SHALL COORDINATE ALL THE WORK OF SUBCONTRACTORS ON SITE TO COMPLETE THE PROJECT.

A. DISCREPANCIES AND OMISSIONS

CONTRACT DOCUMENTS ARE PART AND PARCEL TO ONE ANOTHER. ALL DRAWINGS AND SHEETS SHALL BE CONSIDERED IN ITS ENTIRETY, AS THE "CONTRACT DOCUMENTS"

9. THE CM SHALL HAVE THEIR CONSTRUCTION SCHEDULE APPROVED BY THE OWNER AND OWNER'S REPRESENTATIVES PRIOR TO COMMENCING CONSTRUCTION WORK WITHIN THE TIME

PERIOD SPECIFIED IN THE CONTRACT DOCUMENTS.

10. THE CM SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE

DIMENSIONS AND CONDITIONS SHOWN BY THE CONTRACT DOCUMENTS.

11. THE CM SHALL SECURE AND PAY FOR, AS NECESSARY PROPER EXECUTION AND COMPLETION OF WORK, AS APPLICABLE AT TIME OF RECEIPT OF BIDS:

A. PERMITS

B. GOVERNMENT FEES

C. LICENSES

12. THE CM SHALL PROMPTLY SUBMIT WRITTEN NOTICE TO THE OWNER OR OWNER'S REPRESENTATIVES ANY OBSERVED DISCREPANCIES IN THE CONTRACT DOCUMENTS FROM LEGAL REQUIREMENTS PRIOR TO BIDDING AND/OR PRIOR TO START OF WORK. MODIFICATIONS TO CONTRACT DOCUMENTS SHALL BE MADE AS NECESSARY TO DEPICT SUCH MODIFICATION PRIOR TO PROCEEDING WITH THE WORK. THE CM SHALL ASSUME RESPONSIBILITY FOR EXECUTED WORK WHEN KNOWN TO BE CONTRARY TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

13. THE CM SHALL ESTABLISH ALL ITEMS THAT REQUIRE IMMEDIATE PROCESSING DUE TO LONG LEAD ORDERING TIME. A LIST OF THESE ITEMS SHALL BE SUBMITTED TO THE OWNER OR OWNER'S REPRESENTATIVES WITHIN ONE WEEK AFTER THE CONTRACT IS AWARDED, TIME ADJUSTMENTS WILL NOT BE MADE FOR LONG LEAD ITEMS.

14. THE STAGING AREA MAY BE LOCATED BY THE OWNER, OWNER'S REPRESENTATIVES PRIOR TO THE BEGINNING OF CONSTRUCTION. THE CM SHALL COORDINATE WITH

OWNER REGARDING PAYMENT FOR MATERIAL STORAGE.

15. THE CM’S PERSONNEL SHALL BE READILY AVAILABLE VIA CELL TELEPHONE AT ALL TIMES. CONSTRUCTION EQUIPMENT WILL BE PERMITTED TO PARK OVERNIGHT ONLY WITHIN THE

SECURED PROJECT PHASING LIMITS.

16. THE CM'S SUPERINTENDENT SHALL BE:

A. ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE THIS PROJECT IS IN PROGRESS.

B. DESIGNATED RESPONSIBLE CM REPRESENTATIVE.

C. AVAILABLE IN CASE OF EMERGENCIES ON A 24-HOUR DAILY BASIS.

17. THE CM SHALL PROVIDE JOB SITE ACCESS TO THE OWNER, ARCHITECT AND THEIR REPRESENTATIVES FOR INSPECTION OR OBSERVATION PURPOSES.

18. THE CM AND EACH SUBCONTRACTOR MUST HAVE WORKMAN'S COMPENSATION AS REQUIRED BY LAW, AND MEET OWNER REQUIREMENTS HAVING SUFFICIENT PROTECTION FOR CLAIMS AGAINST PERSONAL INJURY, INCLUDING DEATH, SHOULD THEY ARISE FROM OPERATIONS UNDER CONTRACT.

19. THE CM SHALL DEVELOP ALL PHASING AND ALTERNATE DAILY ROUTES DURING CONSTRUCTION AS PART OF THEIR MEANS AND METHODS. COORDINATE ALL PHASING WITH OWNER

AND OWNER'S REPRESENTATIVES.

20. THE CM SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND BELOW GROUND STRUCTURES, WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE. ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CM'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED OR REPLACED, SATISFACTORY TO THE OWNER, AT THE EXPENSE OF

THE CM AND THEIR SUBCONTRACTORS.

21. THE CM SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SAFETY BARRICADES AND OTHER SAFETY PRECAUSTIONARY MEASURES TO ENSURE SAFETY ON THE CONSTRUCTION SITE DURING CONSTRUCTION IN AREAS AFFECTED BY THIS CONTRACT AND MUST COMPLY WITH OSHA REQUIREMENTS.

22. BARRICADES ARE TO REMAIN UNTIL ALL PROJECT CONSTRUCTION IS COMPLETED UNLESS NOTED OTHERWISE.

23. THE CM SHALL BE RESPONSIBLE FOR SECURING THEIR WORK AREA AND COORDINATING THE OVERALL SECURITY OF THE WORK AREA, AFFECTED BUILDING AREAS, AND MATERIAL

STORAGE AND STAGING AREAS.

24. CONSTRUCTION EQUIPMENT SHALL BE PARKED ONLY WITHIN THE CM'S SECURED WORK AREA. LOCATION TO BE COORDINATED WITH OWNER'S REPRESENTATIVE.

25. THE CM SHALL CONTINUOUSLY MAINTAIN THE SITE FREE OF RUBBISH AND CONSTRUCTION DEBRIS TO THE MAXIMUM EXTENT POSSIBLE. ALL RUBBISH AND CONSTRUCTION DEBRIS SHALL BE REMOVED IN ITS ENTIRETY FROM THE WORK AREA BEFORE THE END OF EACH WORK PERIOD. THE CM SHALL PROVIDE AND MAINTAIN AT LEAST ONE COVERED DUMPSTER FOR TRASH

DISPOSAL AT AN APPROVED LOCATION.

26. UPON COMPLETION OF CONSTRUCTION, THE CM SHALL CLEAN AND RESTORE THE SITE. ALL RUBBISH AND OTHER MATERIAL SHALL BE DISPOSED OFF FROM THE PROPERTY AT THE CM'S DISCRETION AND EXPENSE. THE CM SHALL RESTORE TO ITS PRE CONSTRUCTION CONDITION ALL GRASS AND PAVED AREAS THAT ARE NOT A PART OF THE CONTRACT BUT HAS BEEN

DISTURBED BY CONSTRUCTION ACTIVITY.

27. THE CM SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGES, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF-

ALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE.

28. ALL CHANGE ORDERS SHALL BE APPROVED BY OWNER, THE CM, AND ARCHITECT OF RECORD.

29. DRAWINGS THESE DRAWINGS SHALL NOT BE SCALED. REFER TO DIMENSIONS INDICATED, ACTUAL SIZES OF CONSTRUCTION ITEMS OR OTHER METHOD OF LOCATING CONSTRUCTION. WHERE NO DIMENSIONS OR METHODS OF DETERMINING A LOCATION ARE GIVEN, VERIFY CORRECT LOCATION WITH THE ARCHITECT PRIOR TO INSTALLATION.

30. THE CONTRACT DOCUMENTS SHALL CONSIST OF THE COMPLETE SET OF CONSTRUCTION DRAWINGS .

31. DETAILS NOTED AS "TYPICAL" ARE TO APPLY FOR ALL SUCH CASES WHERE THEY OTHERWISE APPEAR IN THE DOCUMENTS, UNLESS SPECIFICALLY NOTED TO THE CONTRARY OR

OTHERWISE

32. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE A.S.T.M. SPECIFICATIONS AS APPLICABLE, AND TO CONFORM WITH THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES ( A.C.I., A.I.S.C.,etc.). ALL MATERIAL INCORPORATED INTO THE WORK SHALL BE NEW.

33. THE CM SHALL APPLY WATER, CHEMICALS, VEGETATION OR OTHER MATERIALS TO PREVENT THE OCCURRENCE OF DUST THAT WILL BE OBJECTIONABLE TO THE OPERATIONS OR USERS OF THE AREAS. THE CM SHALL ALSO DISCONTINUE OPERATIONS, WHICH VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE AN UNDUE HAZARD. ALL COST FOR CONTROLLING DUST OR POLLUTANTS TO THE AIR OF ANY KIND SHALL BE INCIDENTAL TO THE CONTRACT.

34. DIMENSIONS - DIMENSIONS ON PLANS ARE FROM FACE OF MASONRY. INTERIOR DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF FINISH OR FACE OF EXISTING WALL, UNLESS NOTED

OTHERWISE.

EXTERIOR DIMENSIONS ARE FROM FACE OF MASONRY, UNLESS NOTED OTHERWISE. DIMENSIONS INDICATED AS CLEAR SHALL BE A MINIMUM DIMENSION, FACE TO FACE OF FINISH

MATERIALS.

35. ALL DIMENSIONS MUST BE FIELD VERIFIED BY THE CM AND THE SUBCONTRACTORS BEFORE COMMENCING ANY WORK. ANY DISCREPANCY MUST BE BROUGHT TO THE ATTENTION OF THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY AND IN WRITING PRIOR TO PROCEEDING WITH ANY WORK.

36. CEILING HEIGHTS ARE DIMENSIONED IN RELATIONSHIP TO THE FINISHED FLOOR, UNLESS SPECIFICALLY NOTED OTHERWISE.

37. AS BUILT DRAWINGS - PRINTS OF PLANS TO BE USED BY THE CM FOR RECORDING "AS-BUILT" INFORMATION SHALL BE KEPT AT THE JOB SITE AT ALL TIMES AND ALL CHANGES SHALL BE MARKED IN RED AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, AND PRIOR TO APPROVAL OF THE APPLICATION FOR FINAL PAYMENT, THE COMPLETED SET OF "AS-BUILT"

PLANS SHALL BE COORDINATED WITH SPECIFICATIONS AND DELIVERED TO THE OWNER.

38. SHOP DRAWINGS- ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS:

A. THROUGH THE CM. ONCE REVIEWED, THE CM SHALL THOROUGHLY REVIEW AND SUBMIT THE SHOP DRAWINGS TO THE OWNER OR OWNER'S REPRESENTATIVES TO BE APPROVED BY THE ARCHITECT OF RECORD BEFORE PROCEEDING WITH FABRICATION AND/OR INSTALLATION.

B. DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY THE CM BEFORE SUBMITTAL.

39. SHOP DRAWINGS THAT ARE INCOMPLETE, OR LACKING SUFFICIENT INFORMATION, WILL BE RETURNED WITHOUT REVIEW. (REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.)

40. SHOP DRAWINGS ARE TO BE COORDINATED WITH ALL EXISTING CONDITIONS AND WORK BY OTHER TRADES.

41. THE MANUFACTURER'S DIRECTIONS FOR APPLICATION, INSTALLATION AND METHODS SHALL BE FOLLOWED AND ARE HEREIN MADE PART OF THE CONSTRUCTION DOCUMENTS.

42. NO SUBSTITUTIONS ARE TO BE MADE WITHOUT APPROVAL BY ARCHITECT. THE CM IS TO SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS FOR APPROVAL IN WRITING TO ARCHITECT

PRIOR TO COMMENCEMENT OF WORK .

43. FIRE RATED ITEMS AND FIRE STOPPING- ALL PENETRATIONS OF FIRE RATED PARTITIONS SHALL BE PROTECTED BY UNDERWRITING LABATORIES (UL) LISTED PRODUCTS AND ASSEMBLIES.

RATED PARTITIONS, FLOOR-CEILING AND ROOF ASSEMBLIES SHALL BE FIRE RATED AS INDICATED AND SHALL ALSO BE BY (UL) LISTED ASSEMBLIES.

44. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, THE CM AND THEIR SUBCONTRACTORS SHALL MAKE A SMOOTH AND EVEN TRANSITION, PATCH WORK TO MATCH EXISTING

ADJACENT WORK IN TEXTURE AND APPEARANCE.

45. ALL BARRIERS AND OVERHEAD PROTECTION COVERED WALKWAYS SHALL COMPLY WITH CHAPTER 33 OF THE FLORIDA BUILDING CODE AND CHAPTER 14 OF THE FLORIDA BUILDING CODE

EXISTING BUILDING.

46. NOISE CONTROL- PROVIDE ALL NECESSARY REQUIREMENTS FOR NOISE CONTROL DURING CONSTRUCTION PERIOD. CONFORM WITH APPLICABLE OSHA REQUIREMENTS AND LOCAL

ORDINANCES HAVING JURISDICTION.

47. MEP- CHECK ALL HEIGHTS AND POSSIBLE CEILING CONDITIONS FOR CLEARANCES AND COORDINATION OF DUCTWORK AND ALL OTHER CONSTRAINTS TO ENSURE THE LOCATION AND SIZE OF ALL SYSTEMS AND ITEMS TO BE INSTALLED. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IN WRITING IMMEDIATELY BEFORE

PROCEEDING

48. PRIOR TO CLOSING OF ANY CEILINGS, ALL MECHANICAL SYSTEMS TELEPHONE AND COMMUNICATIONS (TC) AND SECURITY(S) (MEP) ARE TO BE INSPECTED AND WHERE REQUIRED, TESTED BY LOCAL AUTHORITIES AND/OR TESTING AGENCIES HAVING JURISDICTION TO ENSURE THEIR PROPER INSTALLATION AND FUNCTION.

49. ALL MEP AND FIRE SPRINKLER WORK IS TO BE COORDINATED WITH ALL OTHER TRADES AND MILLWORK, EQUIPMENT, OWNER FURNISHED ITEMS, ETC. SPRINKLER HEAD COVERS TO MATCH SOFFIT COLOR OR WOOD FINISH. LIGHT FIXTURE LOCATIONS TAKE PRECEDENT IN LOCATING MEP ITEMS.

50. COORDINATE AND IDENTIFY MEP VALVE LOCATIONS CLEAN OUTS AND OTHER ITEMS REQUIRING ACCESS PANELS WITH ARCHITECT AND FOR APPROVAL IN SHOP DRAWINGS PRIOR TO

INSTALLATION

51. THE WORDS “OR EQUAL” ARE UNDERSTOOD TO APPLY WHERE A COPYRIGHTED, BRAND NAME, TRADE NAME, CATALOG REFERENCE, OR PATENTED PRODUCT IS REFERENCED. REFERENCES TO SUCH SPECIFIC PRODUCT ARE INTENDED AS DESCRIPTIVE, NOT RESTRICTIVE, UNLESS OTHERWISE STATED. COMPARABLE PRODUCT WILL BE CONSIDERED IF PROOF OF COMPATIBILITY IS PROVIDED, INCLUDING APPROPRIATE CATALOG EXCERPTS, DESCRIPTIVE LITERATURE, SPECIFICATIONS AND TEST DATA, ETC. THE ARCHITECT’S/ENGINEER’S DECISION AS TO ACCEPTANCE OF

THE PRODUCT AS EQUAL SHALL BE FINAL.

ABBREVIATIONS

P&S - Power & Signal PAR - Parallel PB - Particle Board PC - Precast PD- Planter Drain PERF - Perforated PERIM - Perimeter PERP - Perpendicular PL - Plate PLAM - Plastic Laminate PLAS - Plaster PLBG - Plumbing PLYWD - Plywood PM - Pressed Metal PNEU - Pneumatic PNL - Panel POL - Polished POLY - Polyethelene PR - Pair PRCST - Precast PREFAB - Prefabricated PREFIN - Prefinished PT - Pressure Treated PTD - Painted PTN - Partition PVC - Polyvinyl Chloride PVG - Paving

QT - Quarry Tile QTY - Quantity QUAL - Quality

R - Radius or (Stair) Risers RAD - Radiator RBR - Rubber RCP - Reflected Ceiling Plan RD - Roof Drain REC - Recessed REF - Reference REFR - Refrigerator REG - Register REINF - Reinforced or Reinforcing REM - Removable REQD - Required REQS - Requirements RESIL - Resilient RF - Resilient Flooring RFG - Roofing RH - Right Hand RHR - Right Hand Reverse RLG - Railing RM - Room RO - Rough Opening RV - Roof Vent RWL - Rain Water Leader

S - South SC - Solid Core SAFB - Sound Attenuation Fiber Blanket SCHED - Schedule SCR - Screw SCRN - Screen SDT - Static Dissipative Tile SECT - Section SF - Square Foot or Feet SHR - Shower SHT - Sheet SHTG - Sheathing SHV - Shelving SIM - Similar SK - Sink SLV - Sleeve SM - Sheet Metal SP - Spray Particle Paint SPEC - Specifications SQ - Square SS - Stainless Steel SSF - Solid Surface SSK - Service Sink ST - Street STA - Station STAG - Stagger STC - Sound Transmission Class STD - Standard STG - Storage STL - Steel STN - Stone STR - Structural SUSP - Suspended SYM - Symbol SYMM - Symmetrical SVF - Sheet Vinyl Flooring S4S - Surface Four Sides SYS - System

T - Treads (Stairs) T&B - Top and Bottom T&G - Tongue and Groove TBD - To Be Determined TBM - Top of Beam TC - Top of Concrete TD - Trench Drain TDO - Thermoset Decorative Overlay TEL - Telephone TEMP - Temporary TERR - Terrazzo TF - Top of Footing TFF - Top of Finished Floor THK - Thickness THRES - Threshold THRU - Through TKBD - Tackboard TMPD - Tempered T.O. - Top Of TOC - Top Of Concrete TOF - Top of Footing TOL - Tolerance TOM - Top Of Masonry TOP - Top of Pavement TOS - Top Of Steel TOSL - Top of Slab TOW - Top Of Wall TPO - Thermoplastic-Polyolefin Roofing TRANS - Translucent TV - Television TYP - Typical

UL - Underwriters Laboratory UNEX - Unexcavated UNFIN - Unfinished UON - Unless Otherwise Noted UPS - Uninterruptible Power Supply UR - Urinal UV - Ultraviolet

VAC - Vacuum VB - Vapor Barrier or Vinyl Base VCT - Vinyl Composition Tile VER - Verify VERT - Vertical VEST - Vestibule VIF - Contractor to Verify In Field VNR - Veneer VR - Vapor Retarder VWC - Vinyl Wall Covering

W - West W/ - With W/O - Without WC - Water Closet WD - Wood WGL - Wired Glass WLD - Welded WP - Working Point WSCT - Wainscot WT - Weight WTH - Width WTPRF - Waterproofing WWF - Welded Wire Fabric

FIN - Finish FL - Flashing FLR - Floor FLUOR - Fluorescent FOC - Face of Concrete FOF - Face of Finish FOM - Face of Masonry FOS - Face of Stud FPRF - Fireproofing FR - Fire Resistant FRT - Fire Retardant Treated FS - Full Size FSH - Fire Sprinkler Head FSTP - Firestopping FT - Foot or Feet FTG - Footing FTR - Fin Tube Radiation FURN - Furniture FURR - Furring FUT - Future FWC - Fabric Wall Covering

G - Gas GA - Gauge GALV - Galvanized GB - Grab Bar GC - General Contractor GEN - Generator GFRC - Glass Fiber Reinforced Concrete GFRG - Glass Fiber Reinforced Gypsum GL - Glass GLMU - Glass Masonry Unit GMMU - Glass Mesh Mortor Unit GND - Ground GR - Grade GRL - Grille GRTG - Grating GSF - Gross Square Footage

GT - Grout GVL - Gravel GWB - Gypsum Wall Board

HB - Hose Bibb HC - Hollow Core HDBD - Hardboard HDWD - Hardwood HDW - Hardware HGR - Hanger HT - Height HM - Hollow Metal HMD - Hollow Metal Door HNDRL - Handrail HO - Hold Open HORIZ - Horizontal HP - High Point HSS- Hollow Steel Sections HVAC - Heat, Ventilation & Air Conditioning

ID - Inside Diameter IF - Inside Face IN - Inch or Inches INSUL - Insulation INT - Interior IWH - Instantaneous Water Heater

JAN - Janitor JST - Joist JT - Joint

KD - Knocked Down KIT - Kitchen KO - Knockout KOP - Knockout Panel KPL - Kickplate

L - Length or Left LAB - Laboratory LAD - Ladder LAM - Laminate LAV - Lavatory LB - Pound LBL - Label LF - Linear Foot or Feet LH - Left Hand LHR - Left Hand Reverse LIB - Library LIN - Linear LKR - Locker LNM - Linoleum LNTL - Lintel LONG - Longitudinal LP - Low Point LT - Light LTG - Lighting LTWT - Lightweight LVR - Louver

MACH - Machine MAINT - Maintenance MAS - Masonry MATL - Material MAX - Maximum MDF - Medium Density Fiberboard MDO - Medium Density Overlay MECH - Mechanical MED - Medium MEL - Melamine MEMB - Membrane MEZZ - Mezzanine MF - Metal Flashing MFR - Manufacturer MH - Manhole MIN - Minimum MIR - Mirror MISC - Miscellaneous MKBD - Markerboard ML - Metal Lath MLDG - Molding MLWK - Millwork MO - Masonry Opening MTD - Mounted MTR - Mortar MTL - Metal MULL - Mullion MVBL - Movable

N - North NA - Not Applicable NAT - Natural NIC - Not In Contract NO - Number NOM - Nominal NTS - Not To Scale

OA - Overall OC - On Center OD - Outside Diameter OF - Outside Face OFCI - Owner Furnished/Contractor Installed OFF - Office OFS - Overflow Scupper OH - Overhead OPNG - Opening OPP - Opposite OTS - Open to Structure

& - And < - Angle @ - At C - Center Line Ø - Diameter # - Pound ± - Tolerance Dimension

A/E - Architect / Engineer AB - Anchor Bolt AC - Air Conditioning ACBL - Accessible (ADA Compliant) ACOUS - Acoustical ACT - Acoustic Ceiling Tile AD - Access Door ADA - The Americans with Disabilities Act ADBL - Adaptable (ADA Compliant) ADDL - Additional ADH - Adhesive ADJ - Adjustable ADJC - Adjacent AF - Access Floor AFF - Above Finished Floor AGGR - Aggregate AH - Air Handler AL - Aluminum ALT - Alternate ANOD - Anodized AP - Access Panel APPROX - Approximately ARCH - Architect ASC - Above Suspended Ceiling ASPH - Asphalt

BD - Board BETW - Between BLDG - Building BLKG - Blocking BM - Beam BO - By Others BOS - Bottom of Slab BOT - Bottom BR - Brass BRZ - Bronze

CAB - Cabinet CB - Casing Bead CEM - Cement CEMTS - Cementitious CER - Ceramic CG - Corner Guard CHAN - Channel CHBD - Chalkboard CHFR - Chamfer CHR - Chrome CI - Cast Iron CJ - Construction Joint CK - Cork CLG - Ceiling CLG - Control Joint CLO - Closet CLR - Clear CLRM - Classroom CMPST - Composite CMU - Concrete Masonry Unit CNTR - Counter CO - Cased Opening COL - Column COMP - Compressible CONC - Concrete CONN - Connection CONSTR - Construction CONT - Continuous CONTR - Contractor COPP - Copper CPRS - Compressible or Compression CPT - Carpet CORR - Corridor CRS - Cold Rolled Steel CS - Cast Stone CSK - Countersunk CSMT - Casement CSWK - Casework CT - Ceramic Tile CYL - Cylinder

DBL - Double DD - Deck Drain DEMO - Demolition DEPT - Department DF - Drinking Fountain DIA - Diameter DIM - Dimension DISP - Dispenser DIV - Division DMPF - Dampproofing DN - Down DO - Ditto DOP - Door Opening DR - Door DS - Downspout DSP - Dry Standpipe DST - Door Stop DTL - Detail DW - Dishwasher DWG - Drawing DWR - Drawer

E - East EA - Each EB - Expansion Bolt EIFS - Exterior Insulation Finish System EJ - Expansion Joint EL - Elevation ELAST - Elastomeric ELEC - Electrical ELEV - Elevator EMER - Emergency ENCL - Enclosure ENGR - Engineer ENTR - Entrance EOS - Emergency Overflow scupper EP - Electrical Panel EPDM - Ethylene Propylene Diene Monomer EPRF - Explosion Proof EQ - Equal EQUIP - Equipment ESCAL - Escalator ESMT - Easment EST - Engineered Stone ETR - Existing to Remain EW - Each Way EWC - Electric Water Cooler EX / EXIST - Existing EXC - Excavate EXH - Exhaust EXP - Expansion EXT - Exterior

F/F - Face to Face FA - Fire Alarm FACP - Fire Alarm Control Panel FB - Flat Bar FCO - Floor Clean Out FD - Floor Drain FDC - Fire Department Connection FDN - Foundation FE - Fire Extinguisher FEC - Fire Extinguisher Cabinet FF - Fabric Flashing FGL - Fiberglass FHC - Fire Hose Cabinet FHP - Full Height Partition FHY - Fire Hydrant

GSKT - Gasket

C. Description The project includes the new construction of a Men's and Women's Field Restrooms building that is approximately 1,800 gross sq. ft.

The structure will be all cmu/ walls, concrete tie beams, prefabricated wood trusses with a standing seam metal roof. Adjacent to the new restrooms will be an open air pavilion on top a concrete patio. The Pavilion is approximately 720 gross sq. ft. The Pavilion is comprised of 4 square concrete structural columns, supporting large exposed gluelam beams with wooden trusses and a standing seam metal roof.

2020 National Electrical Code - NFPA 70 2010 ADA Standards for Accessible Design - 28 CFR Part 36 (Title III) 2023 Florida Fire Prevention Code (FFPC) – 8th Edition Florida Building Code 2020 – Accessibility, 8th Edition 2023 Florida Building Code – Fuel Gas, 8th Edition 2023 Florida Building Code – Mechanical, 8th Edition 2023 Florida Building Code – Plumbing, 8th Edition

B. Applicable Building Codes 2023 Florida Building Code – Building, 8th Edition

A. Building Location: Immokalee, FL

1. PROJECT DESCRIPTION

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TERMITE STATEMENT:

R318.1 Termite protection.

Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. See Section 202, "Registered termiticide." Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." Refer to 2023 Florida Building Code - Residential, Eight Edition, Section R318- Protection Against Termites, if applicable.

2023, 8TH EDITION, IF APPLICABLE:

MANEUVERING CLEARANCE AT DOORS

CODE REFERENCE: FBC -ACCESSIBILITY

EIGHTH EDITION CHAPTER 4,

SECTION 404.2.4

CODE REFERENCE: FBC - ACCESSIBILITY

EIGHTH EDITION CHAPTER 4,

SECTION 404.2.6

CODE REFERENCE:

FBC-ACCESSIBILITY

EIGHTH EDITION

CHAPTER 3,

SECTION 305.3

PULL SIDE

PULL SIDE

PUSH SIDE PUSH SIDE

PUSH SIDE

PULL SIDE 30"

MIN.

18"

MIN

12"

36" MIN. 42" MIN. 22" MIN.

FRONT APPROACH,

PULL SIDE

FRONT APPROACH

PUSH SIDE

FRONT APPROACH, PUSH

SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND

LATCH

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PUSH SIDE TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES WHEEL CHAIR CLEAR FLOOR

SPACE

PULL SIDE

PUSH SIDE PULL SIDE PUSH SIDE PUSH SIDE

22" MIN 24" MIN.

24" MIN. 24" MIN.

24" MIN.

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

LATCH APPROACH,

PULL SIDE

MANEUVERING CLEAR.

LATCH SIDE APPROACH

DOOR PROVIDED WITH CLOSER

AND LATCH

MANEUVERING CLEAR.

LATCH SIDE APPROACH

LATCH APPROACH, PUSH

SIDE, DOOR PROVIDED

WITH CLOSER TWO HINGED DOORS IN SERIES

ACCESSIBLE ROUTE WHEEL CHAIR TURNING SPACE

CODE REFERENCE:

FBC -ACCESSIBILITY - EIGHTH EDITION,

CHAPTER 3, SECTION 303.2

CODE REFERENCE: FBC -ACCESSIBILITY -

EIGHTH EDITION CHAPTER 4, SECTION 403.5.2

CODE REFERENCE: FBC -ACCESSIBILITY - EIGHTH EDITION CHAPTER 3,

SECTION 304.3.1

12" MIN.

36" MIN.

32" MIN.

12" MIN.

MINIMUM CLEAR WIDTH

CODE REFERENCE: FBC -ACCESSIBILITY - EIGHTH EDITION CHAPTER 4,

SECTION 403.5.1 & 403.5.3

BEVELED WALL (TYP)

WALL

(TYP)

WALL (TYP)

WALL (TYP)

42" MIN.

VERTICAL

ACCESSIBLE ROUTE

NOTE TO CONTRACTOR:

1. MAX. CHANGE OF FLOOR LEVEL ALLOWED IS 1/4"

OR 1:2 FROM 1/4" TO 1/2" MAX.

2. CHANGE IN LEVEL ABOVE 1/2" SHOULD BE RAMPED

PROTRUDING OBJECTS

CODE REFERENCE:

FBC -ACCESSIBILITY - EIGHTH EDITION,

CHAPTER 3, SECTION 307

36" MIN. X<48" 36" MIN.

X<48" 42" MIN. MIN. 60" TURNING DIAMETER FOR

WHEELCHAIR. 36" MIN. 60"

180 DEGREE TURN 180 DEGREE TURN EXCEPTION

FBC ACCESSIBILITY SECTION 403.5.2

60" DIAMETER TURNING

SPACE

T-SHAPED SPACE FOR 180-DEGREE TURNS

FBC ACCESSIBILITY 304.3.2 MIN. CLEAR WIDTH FOR SINGLE WHEELCHAIR MIN. CLEAR WIDTH FOR TWO WHEELCHAIRS

AT 200' INTERVALS MAX.

DRINKING FOUNTAIN CLEARANCES

CODE REFERENCE:FBC, -ACCESSIBILITY - EIGHTH EDITION CHAPTER 3, SECTION 307 & CHAPTER 6, SECTION 602.

FLOOR CLEARANCE :CHAPTER 3, SECTION 305.3

KNEE AND TOE CLEARANCE: FBC CHAPTER 3 FIGURE 306

EXCEPTION: A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED AT UNITS FOR CHILDREN'S USE WHERE THE SPOUT IS 30 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND

AND IS 3 1/2 INCHES MAXIMUM FROM THE EDGE OF THE UNIT, INCLUDING BUMPERS.

TOE AND KEE CLEARANCE

CODE REFERENCE:

FBC -ACCESSIBILITY - EIGHTH EDITION,

CHAPTER 3, SECTION 306

4" MAX. 17" - 19" 8" MIN.15" MIN.

DETECTABLE RAIL

25" MAX.

11" MIN.

MIN.

8"

MAX.

6" 30" MIN. (a)48" MIN. 48" MIN

ELEVATION PLAN ELEVATION PLAN

(b) (a) (b)

DRINKING FOUNTAIN CLEARANCES FRONT - APPROACH PARALLEL APPROACH BUILT - IN

KNEE CLEARANCE

LIMITS OF PROTRUTING OBJECTS REDUCED VERTICAL CLEARANCE NOTE:

1. ALL DIMENSIONS ARE TO BE CONSIDERED

FROM FINISHES AND A.F.F.

REACH RANGES

CODE REFERENCE:

FBC -ACCESSIBILITY - EIGHTH EDITION,

CHAPTER 4, SECTION 308

10" MAX. 20" MAX. >20"-25" MAX 10" MAX.

> 10" -24"

GENERAL NOTES

MOUNTING HEIGHTS

1. OPERABLE PARTS STATED UNDER FBC 2023 ACCESSIBILITY

SECTION 205.1 INCLUDING ADVISORY SHALL COMPLY WITH

SECTION 309.

2. OPERABLE PARTS OF THE CONTROLS ARE TO BE LOCATED

NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES

TO CENTERLINE ABOVE THE FLOOR FINISH.

3. THE REACH OVER AN OBSTRUCTION IN WHICH THE DEPTH

EXCEEDS 20 INCHES AND MAXIMUM IS 25 INCHES THE HIGH

FORWARD REACH SHALL BE 44 INCHES MAXIMUM FOR A

FORWARD APPROACH; OR 46 INCHES MAXIMUM FOR A SIDE

APPROACH IN WHICH THE OBSTRUCTION IS NOT HIGHER

THAN 34 INCHES AND NO DEEPER THAN 24 INCHES MAX.

4. OBSTRUCTIONS SHALL NOT EXTEND OUT MORE THAN 25

INCHES FROM THE WALL IN WHICH AN ACCESSIBLE CONTROL

IS LOCATED.

(a)

UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH

(b)

OBSTRUCTED HIGH FORWARD REACH

(a)

OBSTRUCTED HIGH SIDE REACH

(b)

ACCESSIBILITY NOTES

1. CHANGES IN LEVEL BETWEEN 1/4" HIGH MAX. VERTICALLY AND 1/2"

HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN

1:2 PER FLORIDA ACCESSIBILITY CODE SECTION 303

2. ACCESSIBILITY ROUTE FROM R.O.W. MINIMUM 60".

3. THE LAYOUT AND DESIGN OF SPACES DEPICTED. ON PLANS SHALL

COMPLY WITH 2023 FLORIDA ACCESSIBILITY CODE FOR BUILDING

EIGHTH EDITION.

4. HANDICAP TOILET FLUSH CONTROL TO BE LOCATED ON WIDE SIDE

AREA OF STALL.

5. WRAP ALL EXPOSED PIPES UNDER LAVATORY WITH INSULATED PIPE

PROTECTION COVERS TO PROTECT AGAINST CONTACT.

6. AL HANDLES TO BE LEVER HANDLES

7. ALL PASSENGER LOADING ZONES, SHALL COMPLY WITH ANSI 2003

SECT 503, INCLUDING VEHICLE PULL-UP SPACE SIZE, ACCESS AISLE,

FLOOR SURFACES, AND VERTICAL CLEARANCE. ACCESSIBLE ROUTES

FROM COMMON USE ACCESSIBLE PARKING TO COVERED DWELLING

UNIT AND COMMON USE BUILDINGS AND FACILITIES SHALL COMPLY

WITH ANSI 2003 SECT 402 ACCESSIBLE ROUTES, 403 WALKING

SURFACES, 302 FLOOR SURFACES, 303 CHANGES IN LEVEL, 304

TURNING SPACE, 307 PROTRUDING OBJECTS, 404 DOORS AND

DOORWAYS, 405 RAMPS, 406 CURB RAMPS, AND 505 HANDRAILS.

DOOR HARDWARE AND HANDLES NOTES:

1. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND

OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL

BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE

TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AS

PER 2023 FLORIDA ACCESSIBILITY CODE SECTION 309.4

2. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL

BE 5 POUNDS MAXIMUM.

3. LEVER OPERATED MECHANISMS, PUSH TYPE MECHANISMS,

AND UNSHAPED HANDLES ARE ACCEPTABLE DESIGNS.

4. WHEN SLIDING DOORS ARE IN THE FULLY OPEN POSITION,

THE OPERATING HARDWARE SHALL BE EXPOSED AND USABLE

FROM BOTH SIDES.

5. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE

SHALL BE MOUNTED BETWEEN 34 INCHES MINIMUM AND 48"

MAXIMUM ABOVE THE FINISH FLOOR.

TOE CLEARANCE

6" MAX. 25" MAX.

X > 80"

1/2" M

AX

15" M

IN

1/4" M

AX.

48" M

AX.

1/4" M

AX

60" M

IN

X > 27" 48" M

IN

48" M

IN

48" M

IN

15" M

IN

48" M

AX

48" M

IN

48" M

IN

48 M

AX.

27" M

AX

60" M

IN

X < 80"

44" M

AX.

54" M

IN

60" M

IN

34" M

AX

9" M

IN

27" M

IN

36" M

AX.

48" M

AX.

M

IN

48"

42" M

IN

15" M

IN

54" M

IN

4" M

AX.

60" M

IN

D

IAM

ETER

60" M

IN

48" M

AX.

36" M

IN

48" M

IN

30" M

IN

30" M

IN

M

AX.

4"

15" M

IN

42" M

IN

48" M

IN

48" M

IN

24" M

IN

27" M

IN

9" M

IN

48" M

IN

9"

60" 48"

ADA

GUIDELINES

A-050

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BATHROOM SIGNAGE ROLL-IN SHOWER CLEARANCES

6" MIN. (TYP.)

CODE REFERENCE: FBC -

ACCESSIBILITY EIGHTH EDITION

CHAPTER 6 , SECTION 608

ACCESSIBLE SHOWER, SECTION

608.2.2

CONTROLS AND HANDSHOWER

LOCATION, SECTION 608.5

SHOWER SEATS, SECTION 610

MAX

6"

BACK WALL

ADJUSTABLE SHOWER SPRAY 48"

AFF WITH 59" HOSE. THE SHOWER

SPRAY UNIT SHALL HAVE AN

ON/OFF CONTROL WITH A NON-

POSITIVE SHUTOFF.

27" MAX.

MAX

18"

WOMEN RAISED

LETTERS

BRAILLE

SIGN #1 SIGN #2

NOTE:

1.ALL LETTERS AND NUMERALS ARE TO BE RAISED 1/32 INCHES, UPPER CASE,

SANS SERIF OR SIMPLE SERIF AT LEAST 5/8" HIGH BUT NO HIGHER THAN 2".

BRAILLE IS TO BE GRADE 2.

2.PROVIDE & INSTALLED BY G.C. TYPICAL AT ALL RESTROOMS

3. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM

A.F.F. MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER

AND 60 INCHES MAXIMUM ABOVE THE F.F MEASURED FROM THE BASELINE OF

THE HIGHEST TACTILE CHARACTER.

4. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE

LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE.

5. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A

CLEAR FLOOR SPACE OF 18" (455 MM) MIN. BY 18" (455 MM) MIN., CENTERED ON

THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR

SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION.

SIGN #3

MEN

60" MIN.

TYPICAL 30" X 60" ROLL-IN SHOWER PLAN

BACK WALL WITH SEAT

27" MAX. SEAT 18"

CL

CONTROL

AREA

36"

BACK WALL

ACCESSIBLE SHOWER CLEARANCES

CODE REFERENCE: FBC -ACCESSIBILITY - EIGHTH EDITION CHAPTER 6 , SECTION 608

ACCESSIBLE SHOWER, SECTION 608.2

GRAB BARS LOCATION, SECTION 608.3.1

CONTROLS AND HANDSHOWER LOCATION, SECTION 608.4.1

SHOWER SEATS, SECTION 610.3.2 AND 610.3.3

ADJUSTABLE SHOWER SPRAY UNIT WITH A

HOSE 59" LONG MINIMUM THAT CAN BE USED IN

A FIXED POSITION OR AS A HAND HELD

SHOWER. SHOWER SPRAY ADJUSTABLE

HEIGHT TO BE LOCATED WITHIN 48" MAX.

HEIGHT REACH IN RANGE. THE SHOWER SPRAY

UNIT SHALL HAVE AN ON/OFF CONTROL WITH

A NON-POSITIVE SHUTOFF.

CONTROL AREA.

PROVIDE ANTI-SCALD

THERMOSTATIC

MIXING VALVE.

BOTTOM OF ADJUSTABLE

BAR AT 38" A.F.F.

4" MAX

SIDE

TYPICAL 30" X 60" ROLL-IN

SHOWER ELEVATIONS

60" MIN.

TYPICAL 30" X 60" ROLL-IN SHOWER PLAN

WITH SEAT

GRAB BAR MOUNTING REQUIREMENTS

CODE REFERENCE:FBC -ACCESSIBILITY - EIGHTH EDITION, CHAPTER 6 , SECTION 609

SCHEDULED MTL. STUD

@ 16"O.C. (TYP)

SEE FLOOR PLANS; BTS

MAX.

1 1/2"

HOLD

1 1/2" PAN HEAD

SCREW; BTS

5/8" THICK GYP. BD.

1 1/2" OUTSIDE DIA. GRAB BAR

TYP. GRAB BARS

20 GA. 6" HIGH STEEL PLATE (GRAB BAR

LENGTH + 4" EACH END) SECURED TO METAL

STUD AT WALL; BTS

GRAB BAR NOTES:

1. STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE

EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR

HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON

THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING

STRUCTURE.

2. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

3. ALL EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH.

WALL NOTE:

PROVIDE 20 GA. METAL STUD AT ALL REST ROOM WALLS.

30" MIN.

KNEE CLEARANCE

8" MIN.

17" MIN. DEPTH

1'-8" WHERE 2 HORIZONTAL GRAB BARS ARE

REQUIRED PER ANSI; BTS

LAVATORY CLEARANCES

NOTE:

1. HEIGHTS ARE TO BE CONSIDERED A.F.F.

TOILET STALLS

CODE REFERENCE: FBC -ACCESSIBILITY - EIGHTH EDITION (ANSI A117.1-2009) CHAPTER 6 , SECTION 604

CODE REFERENCE: FBC ACCESSIBILITY EIGHTH EDITION, CHAPTER 6, SECTION 604.8.1.2

TOILET POSITION :SECTION 604.2

AMBULATORY SECTION 604.10

CL

16" MIN. - 18" MAX.3' - 6"

CL

15" MIN. 3' - 0" PREFERRED

(30" MIN.)

60" MIN.

30" MIN.

60" MIN.

30" x 48" MIN.

CLR. FLOOR

SPACE AT

LAVATORY.

60" X 50" MIN.

CLR. FLOOR

SPACE AT STALL

DOOR.

4" MAX.

18 MAX.

16" MIN.

18" MAX.

16" MIN.

MAX

1' - 0"

SPACE

FLOOR

CLEAR

1 1/2" O.D. GRAB BARS

CL

54" MIN.

MIN

3' - 6"

7" MIN. - 9" MAX.

MIN

2' - 0"

MIN

1' - 0"

MAX

6"

CL

MIRROR

BOTTOM EDGE OF

REFLECTING SURFACE

OR 36" IF PRIVACY SCREENS

ARE DEEPER THAN 24"

HAND OPERATED OR

AUTOMATIC CONTROL

PRIVACY

SCREEN

OPERABLE PUSH BUTTON

TOUCH FREE SENSOR AREA

STANDARD STALL

FIXTURES MOUNTING HEIGHTS

CODE REFERENCE:FBC ACCESSIBILITY, EIGHTH EDITION

TOILET: SECTION 604.2

GRAB BARS: SECTION 610

MIRROR: SECTION 603.3

URINALS SECTION 605.2

NOTE: NOT TO BE INSTALLED

BEHIND ACCESSIBLE TOILET OR

WITHIN 12" ABOVE GRAB BARS

OR 1 1/2" BELOW GRAB BARS.

CLEAR FLOOR SPACE AT

LAVATORIES

NOTE:

WHERE THE COMBINED TOTAL WATER CLOSET COMPARTMENTS AND URINALS

PROVIDED IN A TOILET ROOM OR BATHING ROOM IS SIX OR MOR,E, AT LEAST

ONE AMBULATORY ACCESSIBLE WATER CLOSET COMPARTMENT SHALL BE

PROVIDED IN ADDITION TO THE WHEELCHAIR-ACCESSIBLE COMPARTMENT

AMBULATORY ACCESSIBLE COMPARTMENT

6" MAX TOE CLEARANCE

ALTERNATE DOOR

POSITION

OUTSWING DOOR

CLEAR

FLOOR

SPACE

32" CLR.

WIDE

OPENING

35" MIN. - 37" MAX.

LAVATORY CLEARANCES

CODE REFERENCE: FBC -ACCESSIBILITY

EIGHTH EDITION CHAPTER 3,

KNEE CLEARANCE: SECTION 306.2.3

TOE CLEARANCE: SECTION 306.2

LAVATORY HEIGHT: SECTION 606.3

BOTTOM EDGE OF THE

REFLECTING SURFACE

TOP OF

LAVATORY

PROVIDE PIPE

PROTECTION BELOW

LAVATORY

TOILET STALLS

CODE REFERENCE: FBC -ACCESSIBILITY - EIGHTH EDITION (ANSI A117.1-2009)

CHAPTER 6 , SECTION 604

15" 4"

5' - 0" MIN

16" MIN-18" MAX

19" MAX.

17" MIN. 42" GRAB BAR

TYP. BOTH

SIDES.

BACK (LONG) SIDE

48" MIN.

TYPICAL 36" X 36" ACCESSIBLE

SHOWER PLAN

ROLL IN SHOWER WITH SEAT

SEAT WALL

TYPICAL 36" X 36" ACCESSIBLE

SHOWER ELEVATIONS

BACK WALL CONTROL WALL

NOTE: ACCESSIBLE BATHTUBS AND SHOWERS

SHALL DELIVER WATER THAT IS 120°F (49° C) MAX.

SELF CLOSING

DOOR

13 1/2" MIN

LAVATORY FLOOR

FINISH

42" MIN. LATCH APPROACH

OTHER APPROACHES 48"

MIN.

60" X 56" MIN. CLR. FLOOR

SPACE (WALL MTD. WC.)

60" X 59" MIN. CLR. FLOOR

SPACE (FLR. MTD. WC.)

STALL DOOR SHALL BE 4" MAX.

FROM THE CORNER OF THE

STALL.

NOTE:

THE LAVATORY SHALL NOT OVERLAP THE CLEAR FLOOR SPACE FOR THE TOILET. STALL IS REQUIRED TO INCLUDE A LAVATORY UNDER NEW CONSTRUCTION IN FLORIDA. TYPICAL ACCESSIBLE TOILET STALL PLANS INSWING DOOR . PROVIDE ACCESSIBLE PULL HARDWARE ON BOTH SIDES OF EACH

ACCESSIBLE STALL DOOR - TYPICAL.

SINK SERVICE CONNECTION REQUIREMENT

LAVATORY/ HAND SINK

& AS SPECIFIED

MIN.

32"

STANDARD STALL

TOILET TISSUE

DISPENSER

NOTE:

1. PLUMBING FIXTURES CANNOT PROJECT

MORE THAN 4" FROM WALL, TYP.

2. ALL HEIGHTS ARE TO BE CONSIDERED A.F.F

3. FOR HAND DRYER TOUCH FREE SENSOR

REFER TO MANUF. RECOMENDATIONS,

HOWEVER NOT TO EXCEED 48" AFF.

4. BATHROOM ACCESSORIES CANNOT PROJECT

MORE THAN 4" FROM FINISH WALL WHEN

LOCATED BETWEEN 27" TO 80" ABOVE FINISH

FLOOR ELEVATION.

ACCESSORIES MOUNTING HEIGHTS

CODE REFERENCE:

FBC ACCESSIBILITY , EIGHTH EDITION CHAPTER 6, SECTION 603 & 604

SPOUT HEIGHT SECTION 602.4

SPOUT HEIGHT STANDING PERSON SECTION 602.7

MIRROR SECTION 603.3

COAT HOOKS & SHELVES SECTION 603.4

SEAT HEIGHT SECTION 604.4

TOILET TISSUE DISPENSER SECTION 604.7

NOT ALLOWED

BEHIND GRAB BARS.

105 DEG. HOT WATER MIXING

VALVE (TV-1) SET AT 105 DEG.

NOTE THAT MIXING VALVE

SHALL NOT DELIVER HOT

WATER THAT EXCEEDS 120 DEG

FAHRENHEIT (49 DEG CELCIUS)

PROVIDE LAV. GUARD MODEL #103 E-

Z. P-TRAP COVER. BY TRUEBRO, INC.

OR EQUAL ALTERNATE APPROVED BY

ARCHITECT

A1

PAPER TOWEL

DISPENSER

NOTE:

1. PROVIDE PROTECTION AS PER FBC 2023- 606.5.

2. ALL HOT WATER PIPES, DRAIN PIPES EXPOSED SHALL BE

INSULATED OR PROTECTED SO AS TO PROTECT AND PREVENT

AGAINST CONTACT. THERE SHOULD BE NO SHARP, HOT OR

ABRASIVE SURFACES UNDER SINKS. ARCHITHERM-ENGINEERED

POLYMER FOAM INSULATION. (SHEET )

A2

PAPER TOWEL

DISPENSER

B1

TOILET

TISSUE

DISPENSER

NOTE:

1. ALL HEIGHTS ARE TO BE CONSIDERED A.F.F

2. ALL MIN AND MAX HEIGHTS ARE TO OPERABLE PARTS OR DISPENSING

PORTION OF THE ACCESSORY UNLESS OTHERWISE NOTED.

3. REFER TO ACCESSORY AND PLUMBING SCHEDULES FOR ALL

MANUFACTURER & MODEL INFORMATION

B4

TOILET

TISSUE

DISPENSER

C1

SOAP

DISPENSER

C2

SOAP

DISPENSER

E1

ROBE

HOOK

H1

SHOWER

ROD

I

MIRROR

REFER TO SPECS

FOR SIZE J1

GRAB BAR

TOILET

J2

GRAB BAR

TOILET

COLD WATER LINE

HOT COLD

CAST BRASS "P" TRAP

ANGLE STOP (TYP.)

3'-0" BACK WALL

MIN

3'-6" SIDE WALL

MIN

BOTTOM EDGE OF

REFLECTING SURFACE

WATER CLOSET SEAT

PROVIDE ADA LOOPED BATON

WITHIN 15" TO 48"

CENTER OF LOWER DRINKING

FOUNTAIN TO BE ATLEAST 15"

FROM NEAREST OBSTRUCTION

INCLUDING BASE BOARD.

18" MAX

16" MIN

5. ALL WATER CLOSETS, URINALS, LAVATORIES AND

BIDETS TO COMPLY WITH FBC-P 405.3.1. A WATER

CLOSET, URINAL, LAVATORY OR BIDET SHALL NOT BE

SET CLOSER THAN 15 IN FROM ITS CENTER TO ANY

SIDE WALL, PARTITION, VANITY OR OTHER

OBSTRUCTION. WHERE PARTITIONS OR OTHER

OBSTRUCTIONS DO NOT SEPARATE ADJACENT

FIXTURES, FIXTURES SHALL NOT BE SET CLOSER THAN

30 IN CENTER TO CENTER BETWEEN ADJACENT

FIXTURES. THERE SHALL BE NOT LESS THAN A 21-INCH

CLEARANCE IN FRONT OF A WATER CLOSET, URINAL,

LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR.

2' - 3" SOAP

DISPENSER

ADA

ACCESSIBLE

URINAL

URINAL STANDARD

URINAL

SANITARY

NAPKIN

DISPENSER

FEMININE

NAPKIN

DISPOSAL

SEAT COVER

DISPENSER

HAND

DRYER

WATER SUPPLY AND DRAIN PIPES

UNDER LAVATORIES AND SINKS

SHALL SHALL BE INSULATED OR

OTHERWISE CONFIGURED TO

PROTECT AGAINST CONTACT.

THERE SHALL BE NO SHARP OR

ABRASIVE SURFACES UNDER

LAVATORIES AND SINKS. TYPICAL.

K1

CHANGING

STATION

WC-2

WATER

CLOSET

EWC-1

ELECTRIC

WATER

COOLER

1/2" M

IN

(TYP.)

6" M

IN

. (TYP.)

33" M

IN

. - 36" M

AX. AFF.

9' M

AX.

7' M

IN

18"

4" C

LR

32"

3' - 2" 5' - 0"

5' - 8" A.F.F.

W

ITH

W

ALL M

O U

N

TED

W C

56" M

IN

48" M

AX.

4' - 2" A.F.F.

48" M

AX.

W

. FLO

O R

M O

U N

TED

W

C

59"…