2024-09-10_ARCH_HAVEN_ON_VINE-1B-FHA_FULL_SET-ESS.pdf

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H I G H W A Y 1 9 2

1815 W. VINE ST.

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REVISION TABLE

REV #

REV

DATE

REV DESCRIPTION

HAVEN ON VINE 1B - FHA

ENGINEEROWNER GENERAL CONTRACTOR ARCHITECT MEP

Service Beyond Design

License No. AR98800 License No. CA30900

TO THE BEST OF THIS DESIGN PROFESSIONAL'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY

STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 553 AND

633 OF THE FLORIDA STATUTES AND MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA

BUILDING CODE - EXISTING BUILDING 8TH EDITION (2023), AS DEVELOPED AND MAINTAINED BY THE

FLORIDA BUILDING COMMISSION, AND ADMINISTERED AND ENFORCED BY LOCAL JURISDICTIONS.

= 34

ARCHITECTURAL SYMBOLS

# SECTION INDICATOR

SHEET NUMBER

# DETAIL NUMBER

SHEET NUMBER

REFERENCE NUMBER

REVISION NUMBER

REFER TO TITLE SHEET

RENOVATE THE 2 EXISTING APARTMENTS ON FIRST

FLOOR FOR BUILDING "I", INTO 2 ACCESSIBLE UNITS.

REDESIGN AND CONSTRUCT THE UNITS WITH FHA

FACILITIES: ACCESS RAMPS, ACCESSIBLE KITCHEN

AND BATHROOM LAYOUTS, AND ACCESSIBLE FLOOR

AND ENTRANCE CLEARANCES THROUGHOUT.

R - 2

V - B

THIS PROJECT MUST COMPLY WITH THE FOLLOWING CODES:

FLORIDA BUILDING CODE - RESIDENTIAL 8TH EDITION (2023)

NFPA 70-17 NATIONAL ELECTRIC CODE (NEC)

SPRINKLER

SCALE:

SITE LOCATION

N/A

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VICINITY MAP

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C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A000 COVER SHEET-FHA ; Plot Date: Tuesday, September 10, 2024 ,9:42:21 AM ; Plotted By: damarysm

JOB # :

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ISSUE - REVISION LOG

AR102538 - CA30900

SHEET NUMBER :

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P T I1

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1230 Oakley Seaver Drive, Suite 100

Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

24-13596

Cabral Egineering Inc.

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SHEET LIST TABLE

SHEET

SHEET TITLE

Rev-

No.

Rev_Date

A000 COVER SHEET 00/00/00

A001 GENERAL NOTES 00/00/00

A002 OVERALL SITE PLAN 00/00/00

A100 EXISTING AND DEMOLITION FIRST FLOOR PLAN - BUILDING I 00/00/00

A101 PROPOSED FIRST FLOOR PLAN 00/00/00

A200 PROPOSED REFLECTED CEILING PLAN 00/00/00

A300 PROPOSED ENLARGED AND INTERIOR ELEVATIONS -

KITCHEN-BATH

00/00/00

A400 DOORS AND FINISHES SCHEDULES 00/00/00

A401 FHA DETAILS 00/00/00

E001 ELECTRICAL - GENERAL 00/00/00

E101 SITE ELECTRICAL PLAN 00/00/00

E201 ELECTRICAL PLANS - FIRST FLOOR - FHA 00/00/00

E801 ELECTRICAL DIAGRAMS AND SCHEDULES 00/00/00

E901 ELECTRICAL DETAILS 00/00/00

P100 PLUMBING LEGENDS, ABBREVIATION AND INDEX 00/00/00

P101 PLUMBING SPECIFICATIONS 00/00/00

MP200 PLUMBING & MECHANICAL DEMO PLAN 00/00/00

P301 PLUMBING ENLARGED PLAN - SANITARY & WATER 00/00/00

P400 PLUMBING FIXTURE SCHEDULE 00/00/00

SCALE:

AREA OF WORK

N/A

APT. I1 AND I2 (BUILDING I)

APT.I1 APT.I2

GENERAL NOTES PAINT & WALL COVERING NOTES CEILING NOTES

FLOORING NOTESDOOR NOTES

CLEANING NOTES

DEMOLITION NOTES

CEILING NOTES

PAINT & WALL COVERING NOTES

PATCHING NOTES

1. THESE DOCUMENTS HAVE BEEN PREPARED EXPRESSLY FOR USE BY

FOR THE PURPOSE OF BUILDING.

2. ANY ADDITIONAL USE OF THESE DOCUMENTS FOR ANY REASON OTHER

THAN THAT MENTIONED ABOVE MUST BE AUTHORIZED IN WRITING BY

THE COPYRIGHT HOLDER.

3. THESE DRAWINGS REFLECT DESIGN INTENT.

4. THESE DRAWINGS, AS LISTED IN THE DRAWING INDEX, ALONG WITH THE

SPECIFICATIONS & CONTRACT FOR CONSTRUCTION, CONSTITUTE THE

INSTRUMENTS OF SERVICE AND ARE CONSIDERED A SINGLE ENTITY. THE

CONTRACTOR IS THEREFORE BOUND BY ALL INFORMATION INCLUDED.

5. ONLY DRAWINGS MARKED 'ISSUED FOR CONSTRUCTION'

SHALL BE USED AS A BASIS FOR CONSTRUCTION.

6. THE TERM 'CONTRACTOR' IN THE PLANS SHALL REFER TO THE GENERAL

CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR TO COORDINATE THE SUBCONTRACTOR WORK WITH

THESE PROJECT DOCUMENTS. CONTRACTOR SHALL PROVIDE A LIST OF

ALL SUB-CONTRACTORS TO THE CONSTRUCTION PROJECT MANAGER.

7. CONTACT CONSTRUCTION PROJECT MANAGER FOR

COORDINATION OF STAGING AND REFUSE REMOVAL PRIOR TO SIGNING

THE CONTRACT FOR CONSTRUCTION. ANY ADJUSTMENT IN THE

CONTRACT AMOUNT OR DURATION DUE TO REQUIREMENTS

SHALL BE MADE PRIOR TO CONTRACT EXECUTION.

8. ALL ITEMS SHOWN ARE NEW TO BE PROVIDED & INSTALLED BY G.C.

UNLESS NOTED OTHERWISE.

9. DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENT.

LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE

DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL.

10. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS PRIOR TO BID AND CONSTRUCTION. CONTRACTOR SHALL

NOTIFY THE CONSTRUCTION PROJECT MANAGER AND THE

ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS PRIOR

TO PROCEEDING WITH ANY WORK.

11. FOR BIDDING PURPOSES; WHERE CONFLICTS EXIST BETWEEN DRAWING

DETAILS & SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION

SHALL APPLY.

12. PRIOR TO SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL VISIT

THE SITE TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND

THE NATURE AND SCOPE OF THE WORK. THE SUBMISSION OF A

PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH A SITE VISIT

HAS BEEN MADE, AND LATE CLAIMS FOR LABOR, EQUIPMENT OR

MATERIALS REQUIRED FOR DIFFICULTIES ENCOUNTERED, WHICH COULD

HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL

NOT BE RECOGNIZED.

13. THE GENERAL CONTRACTOR / SUB-CONTRACTOR SHALL OBTAIN AND

PAY FOR ALL THE LEGALLY REQUIRED APPROVAL AND PERMITS

NECESSARY FOR THE EXECUTION AND COMPLETION OF THE FORWARD

COPIES TO THE TENANT CONSTRUCTION PROJECT MANAGER .

14. ALL WORK PERFORMED BY THE CONTRACTOR / SUB-CONTRACTOR

SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL, LOCAL,

AND STATE AND FEDERAL LAWS, AS WELL AS ANY OTHER GOVERNING

REQUIREMENTS, INCLUDING LANDLORD REQUIREMENTS, WHETHER OR

NOT SPECIFIED ON THE DRAWINGS.

15. WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OR

A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING

CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE

WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED FOR BY

THE CONTRACT NOTES OR DRAWINGS SHALL BE FURNISHED IN ALL

CASES.

16. ALL CONTRACTORS SHALL CONTACT THE BUILDING

MANAGEMENT/LANDLORD TO DETERMINE THE RULES OF THE BUILDING

OWNER FOR CONSTRUCTION AND DELIVERY OF EQUIPMENT AND

MATERIALS.

17. PRIOR TO BEGINNING ANY WORK, THE GENERAL CONTRACTOR SHALL

FURNISH THE ARCHITECT WITH A CONSTRUCTION SCHEDULE SHOWING THE

CHRONOLOGICAL PHASES OF HIS WORK AND ALL RELATED WORK FOR THE

COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD

TIMES, LENGTH OF TIME FOR EACH PHASE AND THE PROJECTED START AND

COMPLETE DATES.

18. IT IS ASSUMED THAT THE G.C. SHALL PERFORM THE WORK AS

ILLUSTRATED WITHIN THE PERMITTED DRAWINGS. THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT IN THE EVENT THAT EXISTING SITE

CONDITIONS PREVENT THE WORK FROM BEING COMPLETED AS

ILLUSTRATED HEREIN SO THAT ANY MODIFICATIONS TO THE

CONSTRUCTION DOCUMENTS (IF NECESSARY) CAN BE MADE. ANY

DEVIATIONS FROM THE PERMITTED DRAWINGS WILL NOT BE

ACCEPTABLE, AND THE CONTRACTOR SHALL RECONFIGURE THE WORK

AT HIS OWN EXPENSE, AS REQUIRED TO BE IN CONFORMANCE WITH THE

PERMITTED DOCUMENTS. THE ARCHITECT WILL NOT ACCEPT, CERTIFY,

OR DOCUMENT ANY WORK THAT DOES NOT CONFORM TO THE

PERMITTED DOCUMENTS FOR THE PURPOSES OF OBTAINING ANY

ADDITIONAL MUNICIPAL APPROVAL REQUIRED DUE TO UNAUTHORIZED

REVISIONS.

19. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND

COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE THROUGHOUT

THE DURATION OF CONSTRUCTION FOR USE BY ALL TRADES.

20. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES, AND WORK

AREAS SHALL BE LEFT IN A CLEAN CONDITION ON A DAILY BASIS.

21. THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST

CONTAINMENT CONTROL OVER THE JOB SITE TO PREVENT DUST FROM

ESCAPING.

22. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE GENERAL

BUILDING AREAS AND ANY ADJOINING PROPERTY OR WORK FROM

DAMAGE DURING CONSTRUCTION, AND SHALL PATCH OR REPLACE ANY

DAMAGED WORK OR MATERIALS WITHOUT DELAY.

23. ANY DAMAGE BY G.C. OR SUBCONTRACTOR TO EXISTING ASPHALT

PAVEMENT AND/OR EXISTING LANDSCAPING OUTSIDE OF

CONSTRUCTION LIMIT LINE SHALL BE REPAIRED AT NO COST TO OWNER OR TENANT.

24. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION. ALL

REQUIRED EXITS AND EGRESS PATHWAYS SHALL BE CONTINUOUSLY

MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS IN THE

CASE OF A FIRE OR OTHER EMERGENCY. ALL EXISTING EXIT LIGHTING,

FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY

MAINTAINED.

25. NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTY UNLESS AN

ENCROACHMENT PERMIT IS FIRST OBTAINED FROM THE PUBLIC WORKS

DEPT.

26. EACH TRADE SHALL PROVIDE CAULKING OR SEALANT WHERE REQUIRED.

27. PROVIDE STRUCTURAL SUPPORTS AS REQUIRED AT ALL WALL MOUNTED

EQUIPMENT, CABINETS, PLUMBING AND LIGHT FIXTURES.

28. MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE

VISIBLE TO THE PUBLIC.

29. ALL FLOOR SLAB CUTTING, TRENCHING AND REMOVAL SHALL BE

REPLACED WITH THE SAME MATERIAL IN THE SAME THICKNESS OF THE

ADJACENT FLOOR MATERIAL. ADDITIONAL CONCRETE PATCHING SHALL

BE DOWELED INTO THE ADJACENT CONCRETE SLAB TO MINIMIZE

DIFFERENTIAL SETTLEMENT OF THE FLOOR SYSTEM.

30. ALL ROOF PENETRATIONS ARE TO BE PERFORMED BY

PROJECT/CONSTRUCTION MANAGER'S ROOFING CONTRACTOR.

CONTACT PROJECT/CONSTRUCTION MANAGER TO COORDINATE.

31.ALL WALL, FLOOR, CEILING, ETC. PENETRATIONS ARE TO BE DRAFT OR

FIRESTOPPED (WHERE REQUIRED TO MATCH FIRE COMPARTMENTS). ASSURE NO AIR

LEAKAGE, PARTICULARLY WHEN A PLENUM IS IN USE.

1. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND

PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME

TOGETHER PROPERLY AND FIT TO RECEIVE OR BE RECEIVED BY WORK

OF OTHER CONTRACTORS SHOWN UPON OR REASONABLY IMPLIED BY

THE DRAWINGS AND NOTES.

2. THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUT-OUTS AND

PATCHING REQUIRED FOR THE INSTALLATION OF ALL WORK.

3. THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED

SURFACES INCLUDING CORNER BEADS, STOPS, ETC. FOR CHIPS, CRACK

HOLES, DAMAGED SURFACES AND DEFECTS AND REPAIR SAME TO THE

SATISFACTION OF PROJECT MANAGER.

4. WHERE DOOR BUCKS HAVE BEEN REMOVED, REPAIR GAPS AND

SURFACES TO ACHIEVE A CLASS I FINISH TO THE SATISFACTION OF

CONSTRUCTION PROJECT MANAGER.

5. THE GENERAL CONTRACTOR SHALL PROVIDE METAL LATH OVER ALL NEW

CONDUIT CHASES IN MASONRY PARTITIONS.

6. ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS

AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON

DRAWINGS SHALL BE PATCHED AS REQUIRED TO MATCH IMMEDIATE

EXISTING ADJACENT AREAS IN MATERIALS, FIRE RATING, FINISH AND

COLOR UNLESS OTHERWISE NOTED.

7. ALL FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE

COURSE OF CONSTRUCTION SHALL BE REPLACED WITH THE SAME

MATERIAL AND RATING AS THAT WHICH WAS REMOVED.

1. UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE PAINTED IN

ACCORDANCE WITH FINISH PLANS.

2. WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING

PILASTERS, FACIAS, JAMBS BUCKS, REVEALS, RETURNS, AND ALL

VERTICAL SURFACES NOT INCLUDED IN CEILING.

3. PAINT COLORS SHALL BE SPECIFIED BY THE OWNER AND THE GENERAL

CONTRACTOR SHALL SUBMIT 3 SAMPLES (12" X 12") FOR REVIEW BY THE

OWNER / ARCHITECT.

4. ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLE,

SANDED, ETC. TO PROVIDE A PERFECTLY SMOOTH FINISH AND SURFACE

READY FOR PRIME AND PAINT.

5. ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLE OR

PLASTER PATCHED.

6. ALL EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR

CHIPPED AWAY AND SURFACES PLASTER-PATCHED OR SPACKLE TO

INSURE A PERFECTLY EVEN SURFACE.

7. ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING,

SANDING AND TWO FULL COATS OF SEMI-GLOSS ENAMEL FREE OF BRUSH

MARKS, UNLESS OTHERWISE NOTED.

8. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES AND

OUTLET PLATES, SURFACE HARDWARE, ETC., PRIOR TO PAINTING,

PROTECTING AND REPLACING SAME WHEN PAINTING HAS BEEN

COMPLETED. HE SHALL REMOVE ALL PAINT FROM WHERE IT HAS SPILLED,

SPLASHED OR SPLATTERED ON SURFACES, INCLUDING BUT NOT LIMITED

TO LIGHT FIXTURES, DIFFUSERS, REGISTERS AND SLAB FITTINGS, ETC.

9. THE CONTRACTOR SHALL USE A LATEX BASE PAINT IN COLORS AND

FINISHES SELECTED BY THE ARCHITECT. HE SHALL PROPERLY PREPARE

ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH

COAST OF PAINT IN COLOR SELECTED BY THE ARCHITECT.

10. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER

COMPLETION OF WORK BY ALL TRADES (INCLUDING TELEPHONE

INSTALLATION, FLOORING, ETC.) AND INDICATE ALL NECESSARY

"TOUCH-UP" PAINTING AND/OR PATCHING.

11. IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES

RECEIVE FINISHES AS INDICATED ON THE DRAWINGS OR IN THE

SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE.ANY

SURFACES WHICH DO NOT HAVE A SPECIFIC FINISH NOTED OR ARE

NOTED TO REMAIN UNFINISHED SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT AND FINISHED PER THE ARCHITECT'S INSTRUCTION.

12. PAINT FRONT SIDE, BACK SIDE AND DOOR EDGES AT STRIKE SIDE AND

HINGE SIDE. LEAVE TOP AND BOTTOM UNPAINTED TO PREVENT

WARPING.

13. PAINT ALL METAL ACCESS DOORS AND ACCESS PANELS TO MATCH

ADJACENT WALL OR CEILING FINISH. GRAPHICS ON DOOR OR PANEL (IF

ANY) ARE TO BE REPAINTED/RE-APPLIED TO MATCH EXISTING, IF

APPLICABLE.

14. CLOSET WALL SURFACES ARE TO BE PAINTED TO MATCH THE COLOR OF

THE ADJACENT OUTSIDE WALL SURFACES.

1. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED

BUCKS AND ASSEMBLIES AS SHOWN ON ARCHITECTURAL DRAWINGS

UNLESS OTHERWISE NOTED.

2. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS

SPECIFIED ON THE ARCHITECTURAL DRAWINGS UNLESS OTHERWISE

NOTED.

3. ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH

THE BUILDING REQUIREMENTS. CODES AND/OR KEYS ARE TO BE

DELIVERED TO TENANT PROPERLY TESTED AND/OR TAGGED. THE

NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH

BUILDING MANAGEMENT.

4. DETAILED DOOR AND HARDWARE SCHEDULES SHALL BE SUBMITTED TO

THE ARCHITECT FOR REVIEW, AND FABRICATION OF MATERIAL SHALL

NOT BE COMMENCED UNTIL SUCH REVIEW HAS BEEN RETURNED.

5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2

POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS,

SUCH PULL/PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED

DOORS AND AT THE CENTER PLANE OF THE SLIDING OR FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE

UTILIZED TO MEET THE ABOVE WHEN FIRE DOORS ARE REQUIRED, THE

MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE

MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE, NOT TO

EXCEED 15 POUNDS.

6. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC)

SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE.

7. ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR

OPENING WITH THE DOOR AT 90° TO THE CLOSED POSITION.

8. WHERE DOORS ARE IN PAIRS, ONE OF A PAIR OF DOORS SHALL MEET

THE MINIMUM WIDTH REQUIREMENTS

9. MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2" MAXIMUM VERTICAL

CHANGE AT EDGE IS 1/4" WITH A MAXIMUN BEVEL OF 45°.

10. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH

ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE

EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH PULL

ACTIVATING BARS, OR BARS OR OTHER HARDWARE DESIGNED TO

PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE

OPENING HARDWARE.

11. SEE SHEET A8.1 FOR REQUIREMENTS OF DOORS, WINDOWS, AND

HARDWARE, DOOR SCHEDULE, HARDWARE SCHEDULE AND DOOR AND

WINDOW DETAILS.

12. DIMENSIONS TO EDGE OF DOOR LOCATING DOOR OPENINGS ARE TO

INSIDE FACE OF JAMB, UNLESS OTHERWISE NOTED.

13. DOOR OPENINGS ARE TO BE LOCATED SO THAT INSIDE FACE OF BUTT

SIDE JAMB IS 4" FROM FACE OF PERPENDICULAR WALL AT CORNER,

ALLOWING FOR A 90 DEGREE SWING TYPICAL, UNLESS OTHERWISE

NOTED.

14. SEE SHEET A8.1 FOR SPECIFIC DOOR AND HARDWARE REQUIREMENTS.

15. UNDERCUT BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO

CLEAR FINISHED FLOOR BY 1/4". ALL RATED DOORS SHALL BE ORDERED

SO AS TO CLEAR THE FINISHED FLOOR BY 1/4", UNLESS OTHERWISE

NOTED.

16. UNDERCUT RESTROOM DOORS 3/4" TO PROVIDE RETURN AIR FLOW FOR

NEGATIVE AIR FLOW FOR EXHAUST FANS.

17. ANY GLAZING ON OR WITHIN 24" OF A DOOR (IN THE SAME PLANE) SHALL

BE TEMPERED.

1. FACIAS OR ANY BREAK IN THE CEILING HEIGHTS CREATED BY THE

INSTALLATION AND/OR ALTERATION OF HEATING, VENTILATING, AIR

CONDITIONING OF MECHANICAL DUCTS, PIPING OR OTHER EQUIPMENT

SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING CHANNELS.

HUNG CEILING HEIGHTS SHALL BE AS SHOWN ON ARCHITECTURAL

DRAWINGS AND DETAILS.

2. ANY DEVIATION FROM HEIGHTS SHOWN WILL BE SUBMITTED TO THE

CONSTRUCTION AND ARCHITECT PROJECT MANAGER FOR REVIEW.

3. THE GENERAL CONTRACTORS CEILING CONTRACTOR SHALL CLOSELY

COORDINATE HIS WORK WITH THAT OF THE FIXTURE, PLUMBING HVAC

ELECTRICAL CONTRACTORS AND THE TELEPHONE COMPANY WHENEVER

THEIR RESPECTIVE WORK IS CONTIGUOUS.

4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CEILING

ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO FURNISH

ACCESS TO ALL AIR HANDLING UNITS, PHONE AND ELECTRICAL

CONTROLS AS REQUIRED BY LOCAL BUILDING CODES. COORDINATE

LOCATIONS WITH CONSTRUCTION PROJECT MANAGER AND ARCHITECT PRIOR TO FINAL

INSTALLATION.

5. PRIOR TO CLOSING UP ANY CEILING, ALL PLENUM SYSTEMS (HVAC,

PLUMBING AND ELECTRIC) SHALL BE INSPECTED AND WHERE REQUIRED,

TESTED BY CONTRACTOR'S ENGINEERS AND BY AUTHORITIES HAVING

JURISDICTION TO INSURE THEIR PROPER INSTALLATION AND FUNCTION.

6. THE CEILING TILE JOINTS SHALL BE ALIGNED PERFECTLY WITH RECESSED

LIGHTING FIXTURES.

7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL, AND PERFECTLY

ALIGNED WITH EACH OTHER AND WITH THE RECESSED LIGHTING

FIXTURES.

8. CEILINGS IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND

CONSTRUCTION AS THAT OF ADJOINING SPACE, EXCEPT AS OTHERWISE

NOTED.

9. THE GENERAL CONTRACTOR SHALL PROVIDE CUT-OUTS AND OTHER

SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING

FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSERTED ITEMS.

10. SUSPENDED CEILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH

STATE AND LOCAL CODE FOR FIREPROOF STRUCTURES AND SMOKE

CONTROL.

11. THE GENERAL CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY AND

ALL CEILING TILES WHICH ARE REMOVED TO FACILITATE PLENUM

SYSTEM INSTALLATIONS.

12. THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO EXTRAS FOR

OPENING ANY CEILING BECAUSE OF TELEPHONE INSTALLATION,

SECURITY SYSTEMS OR COMPUTER DATA SYSTEMS.

13. PROVIDE BLOCKING/BACKING AND CEILING REINFORCEMENT FOR ALL

CEILING MOUNTED ITEMS, (PLASMA SCREENS, ETC.).

1. THE GENERAL CONTRACTOR SHALL FLASH PATCH ALL CRACKS, HOLES

OR OTHER IMPERFECTIONS (PROJECTIONS SHALL BE REMOVED AND

PATCHED TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE). LEVEL

NOT TO EXCEED 1/4" IN 10-0" NON-CUMULATIVE.

2. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AFTER FLOOR

PATCHING IS DONE AND RECEIVE

THEIR REVIEW PRIOR TO INSTALLATION OF FINISHED FLOORING.

3. ALL NEW FLOORING IS TO BE INSTALLED BY GENERAL CONTRACTOR AND

SHALL BE AS SPECIFIED ON THE ARCHITECT'S CONSTRUCTION

DOCUMENTS.

4. ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND WHEN THE

WORK IS COMPLETE, IT SHALL BE FREE FROM BUCKLES, BUBBLES, OPEN

JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE

ALIGNMENT ALONG BOTH COORDINATES. TILE HAVING CHIPPED OR

ROUNDED CORNERS WILL BE REJECTED AND IF LAID, SHALL BE REMOVED

AND REPLACED WITH ACCEPTABLE TILE.

5. TILE SHALL BE LAID IN SQUARE PATTERN WITH COURSES PARALLEL TO

WALLS, UNLESS OTHERWISE NDICATED ON DRAWINGS. THE TILE SHALL

BE SECURELY CEMENTED AND SHALL BE LAID WITH TIGHT JOINTS.

6. THE ADHESIVE USED FOR CEMENTING TILE SHALL BE APPLIED FAR

ENOUGH IN ADVANCE OF THE SETTING TO PERMIT THE ADHESIVE TO

REACH ITS INITIAL SET BUT NOT ITS FINAL SET.

7. SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER

WORK DURING THE LAYING OF FLOORING. TILE FLOORS SHALL BE

COVERED AFTER INSTALLATION FOR PROTECTION.

8. ALL RESILIENT BASE TO BE AS SPECIFIED PER PLANS..

9. UPON COMPLETION, ALL WORK SHALL BE CLEANED BY THE CONTRACTOR

REMOVING ALL SPOTS OF ADHESIVE AND SURFACE STAINS AND ALL

SCRAPS. CARTONS AND CONTAINERS SHALL BE REMOVED FROM THE

BUILDING.

10. AFTER CLEANING, THE GENERAL CONTRACTOR SHALL GIVE SHEET VINYL

FLOOR TWO (2) APPLICATIONS OF AN APPROVED NON-SLIP WAX WHICH IS

TO BE THOROUGHLY MACHINE BUFFED AND LEFT IN CONDITION ENTIRELY

SATISFACTORY TO THE OWNER .

11. THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE

PROTECTION FOR ALL RESILIENT FLOORING WORK FOR THE DURATION

OF THE CONTRACT, AND REMOVE ALL PROTECTION PRIOR TO PUNCH

LIST.

14. THE GENERAL CONTRACTOR TO COORDINATE ALL FLOORING

CONTRACTORS INVOLVED TO ASSURE FLUSH INSTALLATION OF ALL

VARYING FLOOR MATERIALS USED. ALL TRANSITION METHODS TO BE

APPROVED BY THE ARCHITECT .

15. PROVIDE BLACK RUBBER REDUCER STRIP WHERE ECO SURFACES

RUBBER FLOORING AND VCT TRANSITION OCCURS, UNLESS OTHERWISE

NOTED.

1. THE NEW ITEMS INSTALLED BY THE GENERAL CONTRACTOR IN ADDITION

TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF

CONSTRUCTION SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION

OF THE PRIOR TO TURNOVER.

2. THE BASE BUILDING TOILET FACILITIES SHALL BE AMPLY PROTECTED

THROUGHOUT THE PERIOD OF CONSTRUCTION AND ALL DAMAGED OR

MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACED AND/OR

THOROUGHLY CLEANED TO THE SATISFACTION OF THE CONSTRUCTION PROJECT

MANAGER PRIOR TO TURNOVER.

3. ALL CONSTRUCTION ACTIVITY IS TO NOT INTERFERE WITH THE DAILY OPERATING

OF THE EXISTING OFFICE BUILDING.

1. COORDINATE ALL DEMOLITION WITH FACILITIES.

2. ALL DEMOLITION MUST BE PERFORMED IN A MANNER TO CONTAIN DUST AND

PARTICLES.

3. AREA MUST REMAIN CLEAN, SAFE, AND OCCUPABLE.

4. ALL SYSTEMS MUST REMAIN FUNCTIONAL DURING DEMOLITION.

C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A001 GENERAL NOTES-FHA ; Plot Date: Wednesday, September 04, 2024 ,2:19:49 PM ; Plotted By: minelg

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UNIT

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8'-5"

3 4

PARKINGCLEARANCE

6'-0"

"0'-0"

-0'-6"

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PARKING

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C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A002 OVERALL SITE PLAN-FHA ; Plot Date: Thursday, August 29, 2024 ,10:22:55 AM ; Plotted By: minelg

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SCALE:

ADA RAMP SECTION

1/8"=1'-0"

GENERAL DEMOLITION PLAN NOTES

1. THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH

WERE PROVIDED TO THE ARCHITECT AND THEY MAY NOT REFLECT ACTUAL FIELD

CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL

VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO THE EXISTING FIELD

CONDITIONS; AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT ANY INCONSISTENCIES

BETWEEN THE ACTUAL CONDITIONS AND THESE DRAWINGS.

2. THE GENERAL CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT IMMEDIATELY IF ANY

DEMOLITION OR NEW CONSTRUCTION WORK (AS INDICATED IN THE CONTRACT

DOCUMENTS) CAN NOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS.

3. IF ANY EXISTING FIRE PROOFING AND/OR RATED ASSEMBLIES (WHICH ARE SUPPOSED

TO REMAIN) ARE DAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO

CONFORM TO THE ORIGINAL FIRE PROTECTION REQUIREMENTS. ALSO, THE INTEGRITY

OF THE EXISTING RATED FLOOR, WALL, BARRIER AND ROOF ASSEMBLIES (WHICH ARE

SUPPOSED TO REMAIN) SHALL BE MAINTAINED THROUGH OUT ALL PHASES OF

CONSTRUCTION.

4. REMOVE EXISTING CONSTRUCTION AS INDICATED, TYPICAL WALL, REMOVAL SHALL

INCLUDE MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY

SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CABINETWORK, CASEWORK,

WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS REQUIRED.

AFTER REMOVAL, REPAIR HOLES IN EXISTING TO REMAIN FLOORS, WALL, BARRIERS AND

ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE, AND SOUND ASSEMBLIES, FIRE

PROTECTION REQUIREMENTS, AND STRUCTURAL INTEGRITY. PREPARE SURFACES TO

RECEIVE NEW FINISHES AS SPECIFIED IN THESE DOCUMENTS OR AS SPECIFIED IN

SEPARATE INTERIOR DESIGN DOCUMENTS. WHERE A NEW FINISH IS CALLED FOR ON AN

EXISTING SURFACE, REMOVE THE EXISTING FINISH AND PREPARE TO RECEIVE NEW

FINISH. PREPARATIONS NEED TO FOLLOW THE MANUFACTURERS INSTRUCTIONS.

5. THE CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURAL WORK IN ANY

MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING OR LOAD/DEFLECTION

RATIO. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY STRUCTURAL CUTS

PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE

ARCHITECT AND/OR STRUCTURAL ENGINEER.

6. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL,

THE CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNER AND THE ARCHITECT IN

WRITING. NOTE: REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS

MATERIAL IS THE SOLE RESPONSIBILITY OF THE OWNER AND SHALL BE IN ACCORDANCE

WITH STATE, LOCAL AND FEDERAL REGULATIONS.

7. THE CONTRACTOR SHALL REPLACE ANY EXISTING TO REMAIN MATERIALS AND FINISHES

(CEILING GRID, CEILING TILE, GYPSUM BOARD, FINISHES, DOORS, FRAMES, WALL

PROTECTION ETC.) WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION.

8. REMOVE ALL EXISTING CONDUIT, WIRING AND DEVICES RENDERED USELESS DUE TO

CHANGES IN THE EXISTING AREA

9. PATCH ALL CUTS, OPENINGS AND DAMAGED AREAS THAT OCCUR DURING DEMOLITION.

ALL PATCHING SHALL CONFORM TO THE ADJOINING WORK, MATCHING THE FINISH AND

QUALITY OF WORKMANSHIP OF THE ADJACENT MATERIALS.

10. REMOVE ALL EXISTING FINISHES AND REPAIR AND PREPARE ALL SURFACES FOR

FINISHES

11. MATERIAL HAVING SALVAGE VALUE SHALL BECOME PROPERTY OF THE OWNER ALL

OTHER MATERIAL AND DEBRIS ACCUMULATED AS A RESULT OF DEMOLITION SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND

PROPER MANNER.

12. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL TIMES TEMPORARY

PROTECTION REQUIRED TO ENSURE SAFETY FOR PERSONS AND PROPERTY DURING

DEMOLITION AND REMOVAL OF WORK.

13. CONTRACTOR SHALL MINIMIZE CONSTRUCTION AND DUST WHEREVER POSSIBLE.

14. CONTRACTOR SHALL COORDINATE ANY SYSTEMS SHUT OFF FOR MECHANICAL,

ELECTRICAL, PLUMBING OR FIRE PROTECTION AT ANY TIME DURING CONSTRUCTION.

15. REMOVE EXISTING ELECTRICAL OUTLETS AND WIRING AS REQUIRED IN WALLS, FLOORS,

AND FURNISHINGS TO BE DEMOLISHED.

16. ALL WALLS, DOORS, WINDOWS, CABINETRY AND EQUIPMENT DENOTED WITH

DASHED LINES ARE TO BE REMOVED. REFER TO DEMOLITION PLAN AND

PROPOSED FLOOR PLAN FOR FURTHER CLARIFICATIONS.

17. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND

ORDINANCES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION (AHJ).

18. PRIOR TO THE START OF DEMOLITION WORK GENERAL CONTRACTOR SHALL DETERMINE

THE LOCATION OF LOAD BEARING PARTITIONS AND COLUMNS AND PROVIDE

TEMPORARY SUPPORTS AS REQUIRED BY REMOVAL OR RELOCATION OF SUCH

PARTITIONS. G.C. TO ENSURE ALL TEMPORARY SUPPORTS ARE CARRIED TO SUFFICIENT

BEARING MATERIALS.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND TEMPORARY

RELOCATION OF ALL LIFE SAFETY SYSTEMS INCLUDING FIRE/SMOKE ALARM AS

REQUIRED DURING DEMOLITION AND CONSTRUCTION PHASES.

20. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DEMOLITION AND DETAILS.

5 5

F

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7 7

DEMOLITION PLAN LEGEND

TO REMAIN - EXISTING CMU WALL

REMOVE FRAME WALL

TO REMAIN - EXISTING WINDOW

TO REMAIN - EXISTING FRAME WALL

TO REMAIN - HINGED DOOR

TO REMOVE - HINGED DOOR

TO REMOVE - BI-PASS DOORS

DEMOLITION PLAN NOTES

FIELD VERIFY LOCATION OF EXISTING AIR HANDLER, TO BE SHIFTED

WITHIN NEW LOCATION OF BEDROOM CLOSET (LOCATION FIELD VERIFY).

REMOVE EXISTING CABINETRY, SINK, STOVE, AND REFRIGERATOR. -

PATCH AND REPAIR AS NEEDED (LOCATION FIELD VERIFY).

REMOVE EXISTING TOILET, SINK AND SHOWER/TUB AND CABINETRY:

REMOVE EXISTING SHOWER WALL TILES AND SHOWER FLOORING

TILES AND ANY ASSOCIATED PLUMBING - PATCH AND REPAIR AS

NEEDED (LOCATION FIELD VERIFY).

4 EXISTING ELECTRICAL PANEL WILL BE RELOCATED (SEE ELECTRICAL

DRAWINGS FOR LOCATION)

5 CONTRACTOR TO FIELD VERIFY PLUMBING LINES. EXISTING PLUMBING

WILL HAVE ADJUSTMENTS MADE TO ENSURE FHA COMPLIANCE.

ADD OPENING AT 1ST FLOOR FOR HC ACCESS RAMP - THE OPENING IS TO

BE ALIGNED WITH EDGE OF PORCH. THE HEIGHT OF OPENING TO MATCH

EXISTING HEIGHT AT OTHER SIDE OF PORCH AT APT. I-1.

7 EXISTING CLOSET ROD TO BE RELOCATED INTO NEW CLOSET LOCATION

SCALE:

EXISTING FIRST FLOOR PLAN - BUILDING I

3/16"=1'-0"

C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A100 EXISTING AND DEMOLITION FIRST FLOOR PLAN - BUILDING I ; Plot Date: Thursday, August 29, 2024 ,10:10:52 AM ; Plotted By: minelg

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REF.

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ABOVE

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LOCATION -

FIELD VERIFY

ELECTRICAL PANEL

MOVED HERE -

FIELD VERIFY

5'-6"

4"9'-6"

8'-4" 3'-6"

REF.

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MICROWAVE

ABOVE

SINK

AIR-HANDLER

LOCATION -

FIELD VERIFY

ELECTRICAL PANEL

MOVED HERE -

FIELD VERIFY

EXISTING CLG. ± 7'-11"

CLG. FIELD

VERIFY EXISTING CLG. ± 7'-11" EXISTING CLG. ± 7'-11"

CLG. FIELD

VERIFY

EXISTING CLG. ± 7'-11"

EXISTING CLG. ± 7'-11"

EXISTING CLG. ± 7'-11"

CLG. ± 7'-0"

2'-0"

4"

EXISTING CLG. ± 7'-11"

EXISTING CLG. ± 7'-11"

0'-7 3/4"

M P 1 /1

0'-7 3/4"

A300

A A300

B

UP

AHU AHU

T01

T02

T01

T02

A300

B A300

B

S.O.H.

S.O.H.

CLG. ± 7'-0"

5'-6"

4" 9'-6"

8'-4"3'-6"

2'-0"

4"

EXISTING WALL TO REMAIN

WALL LEGEND

2X4 WOOD STUD WALL

DOOR TAG. SEE SHEET A701 FOR

DOOR SCHEDULE

DOOR AND WINDOW LEGEND

XX

2x4 WOOD STUD

2" DRYWALL, PAINTED

T02

2x4 WOOD STUD

2" DRYWALL, PAINTED

TILE

2" DENSHIELD BD @ TILE

T01

C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A102 PROPOSED FIRST FLOOR PLAN-FHA ; Plot Date: Thursday, August 29, 2024 ,11:48:57 AM ; Plotted By: minelg

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EXISTING LIGHT

FIXTURE

RELOCATED

LIGHT

FIXTURE

EXISTING LIGHT

FIXTURE

EXISTING LIGHT

FIXTURE

VP

EXISTING LIGHT

FIXTURE

RELOCATED LIGHT

FIXTURE

EXISTING LIGHT

FIXTURE

EXISTING LIGHT

FIXTURE

VP

NEW V.P. LIGHT -

REFER TO

ELECTRICAL

DRAWINGS FOR

MAKE/MODEL.

REFER TO ELECTRICAL PLAN

SHEET E201 FOR LIGHTING

SPECIFICATIONS AND

LOCATIONS

REFER TO ELECTRICAL PLAN

SHEET E201 FOR LIGHTING

SPECIFICATIONS AND

LOCATIONS

NEW LIGHT

FIXTURE - REFER

TO ELECTRICAL

DRAWINGS FOR

MAKE/MODEL.

NEW LIGHT

FIXTURE - REFER

TO ELECTRICAL

DRAWINGS FOR

MAKE/MODEL.

EXISTING

CEILING HT.

+/-7'-11"

FIELD

VERIFY

CL. HT.

EXISTING

CEILING

HEIGHT

FIELD

VERIFY

CL. HT.

EXISTING

CEILING

HEIGHT

+/-7'-11"

+/-7'-11"

NEW V.P. LIGHT

-REFER TO

ELECTRICAL

DRAWINGS FOR

MAKE/MODEL.

1. DIMENSIONS NOTED IN EACH AREA DESIGNATE CEILING

HEIGHT ABOVE FINISH FLOOR.

2. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR

LOCATIONS OF LIGHT FIXTURES IN EXPOSED CEILING AREA.

3. CONTRACTOR TO COORDINATE ALL DISCIPLINES TO ENSURE

CLEARANCES FOR AL DUCTWORK, EQUIPMENT, FIXTURES,

PIPES, CONDUITS, SUSPENSION AND ACOUSTIC SYSTEMS

NECESSARY TO MAINTAIN CEILING ELEVATION NOTED

4. ALL ACOUSTICAL LAY-IN TYPE CEILING TILES ARE TO BE

HIGH HUMIDITY-RESISTANT TILES.

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

EXISTING LIGHT FIXTURE

LIGHTING TYPES

CEILING TYPES

EXISTING GYPSUM BOARD

CEILING PATCH AND REPAIR AS

REQUIRED.

NEW LIGHT FIXTURE SEE ELEC'L

PLAN E201

VP NEW V.P. FIXTURE SEE ELEC'L PLAN

E201

C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A200 PROPOSED REFLECTED CEILING PLAN-FHA ; Plot Date: Monday, September 09, 2024 ,12:21:36 PM ; Plotted By: edgarc

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3/8"=1'-0"

36"x66" ROLL-SHOWER

W/ FOLD-UP SEAT

SINK

A3001

A300

4 BURNER ELECTRIC

COOK-TOP. MICROWAVE

ABOVE

REF.

SINK

SINK COOK TOP

MICROWAVE

-7

F

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L D

V E R

IF

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EXISTING VENT. - FIELD

VERIFY FOR LOCATION

FILLER PANEL

2" 2'-7" 3" 3'-6" 31

2"

FILLER PANEL

3'-23 4" 1'-0" 3'-0" 2'-81

4"

REFERENCE KEYNOTES

NO.

1 30" WIDE MICROWAVE - (MAKE/MODEL SELECTION BY OWNER)

DESCRIPTION

+-28" TOP-FREEZER REFRIGERATOR (MAKE/MODEL SELECTION BY OWNER)

3 30" 4 BUILT-IN 4 BURNER ELECTRIC COOK-TOP (MAKE/MODEL SELECTION BY OWNER)

PARTICLE-BOARD CABINET MILLWORK WITH LAMINATE FINISH (MAKE/MODEL SELECTION

BY OWNER)

5 3"X6" FULL HEIGHT CERAMIC SUBWAY TILES (MAKE/MODEL SELECTION BY OWNER)

24" WIDE DROP-IN/UNDER-MOUNT STAINLESS STEEL SINGLE BOWL SINK AND PULL-DOWN

FAUCET (MAKE/MODEL SELECTION BY OWNER)

18" GRAB BAR ADA COMPLIANT - VERTICAL POSITION - PROVIDE REINFORCEMENT

BLOCKING IN WALLS - BOBRICK B-6806X18 OR EQUAL

8 4"X4" CERAMIC TILES (MAKE/MODEL SELECTION BY OWNER)

9 ADA COMPLIANT FOLD DOWN SHOWER SEAT - BOBRICK B-517 OR EQUAL

10 EXISTING WINDOW

11 ADA COMPLIANT WALL MOUNT HANDHELD SHOWER HEAD AND VALVE - PER PLUMBING

36" GRAB BAR ADA COMPLIANT - HORIZONTAL POSITION - PROVIDE REINFORCEMENT

BLOCKING IN WALLS - BOBRICK B-6806X36 OR EQUAL

24" GRAB BAR ADA COMPLIANT - HORIZONTAL POSITION - PROVIDE REINFORCEMENT

BLOCKING IN WALLS - BOBRICK B-6806X24 OR EQUAL

24" FLIP UP GRAB BAR ADA COMPLIANT - VERTICAL POSITION - PROVIDE REINFORCEMENT

BLOCKING IN WALLS - BOBRICK B-4998 OR EQUAL

15 36"x36" MIRROR - TO MATCH EXISTING (MAKE/MODEL SELECTION BY OWNER)

16 4" LAMINATE BACKSPLASH (MAKE/MODEL SELECTION BY OWNER)

17 LAMINATE COUNTERTOP (MAKE/MODEL SELECTION BY OWNER)

18 ADA COMPLIANT ELONGATED CHAIR TOILET - PER PLUMBING

19 19" ROUND DROP-IN BATHROOM SINK AND 2 LEVER HANDLE FAUCET - PER PLUMBING

20 OPTIONAL AUXILIARY ADA COMPLIANT DOOR PULL (MAKE/MODEL SELECTION BY OWNER)

C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A300 PROPOSED ENLARGED AND INTERIOR ELEVATIONS - KITCHEN-BATH ; Plot Date: Wednesday, September 04, 2024 ,2:12:13 PM ; Plotted By: minelg

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ENLARGED KITCHEN PLAN

3/4"=1'-0" SCALE:

ENLARGED BATHROOM PLAN

3/4"=1'-0"SCALE:

KITCHEN ELEVATION

3/4"=1'-0"

SCALE:

NORTH WALL - BATH RM ELEV.

3/4"=1'-0"

SCALE:

EAST WALL - BATH RM ELEV.

3/4"=1'-0"

SCALE:

SOUTH WALL - BATH RM ELEV.

3/4"=1'-0"

SCALE:

WEST WALL - BATH RM ELEV.

3/4"=1'-0"

AB

DOOR & FRAME

SEE SCHEDULE

PROVIDE THRESHOLD

REFER TO FLOOR PLAN FOR

FLOOR FINISH TYP.

SCALE:

File Name: INTERIOR DOOR THRESHOLD 3"=1'-0"

NA

INTERIOR

INTERIOR

DRYWALL

DOOR JAMB - STUD WALL

SCALE:

File Name:

3" = 1'-0"

DOOR HEAD - STUD WALL

SCALE:

File Name:

3" = 1'-0"

INTERIOR INTERIOR

WOOD FRAME

WOOD TRIM

DRYWALL

3-5/8"

-5

/8

NA

NA

METAL STUD

METAL STUD

DOOR STOP

WOOD FRAME

WOOD TRIM

DOOR STOP

STOREFRONT THRESHOLD

SCALE:

File Name:

3" = 1'-0"

NA

1/2" THRESHOLD, (1:12 MAX. SLOPE)

BY DOOR UNIT MANUF. SEALANT BED

(EXTERIOR DOOR UNIT)

INTERIOR EXTERIOR

SLIDING GLASS DOOR HEAD - CMU WALL

SCALE:

File Name:

3" = 1'-0"

DMDH1-02

EXTERIORINTERIOR

PRE-HUNG DOOR FRAME

ATTACHED PER MANUF.

THRU BUCK TO CMU

SEALANT AND BACKER

ROD

GYPSUM WALLBOARD

1x PT BUCK T-NAILED TO CMU

BACKBED SEALENT

ADDITIONAL BUILT UP

TRIM PER ELEVATION

1/2" PCBP (2 COAT)

EXTERIOR TRIM

SEALANT

CASING SHOULD HOLD AWAY FROM PCBP

TO PERMIT BACKER ROD...ADD SEALANT

AT JOINTS FOR ROUGH BUCK TO CMU AND

DOOR BUCK

DOOR JAMB - CMU WALL

SCALE:

File Name:

3" = 1'-0"

DMDJ1-01

PRE-HUNG DOOR FRAME ATTACHED PER

MANUF. THRU BUCK TO CMU

SEALANT AND BACKER ROD

GYPSUM WALLBOARD

INTERIOR

EXTERIOR

1x PT BUCK T-NAILED TO CMU

INTERIOR TRIM

BACKBED SEALENT

ADDITIONAL BUILT UP TRIM

PER ELEVATION

1/2" PCBP (2 COAT)

EXTERIOR TRIM

CASING SHOULD HOLD AWAY FROM PCBP

TO PERMIT BACKER ROD...ADD SEALANT

AT JOINTS FOR ROUGH BUCK TO CMU AND

DOOR BUCK

3'-2"

F.F.

1ST FLOOR.

2" 2'-10" 2"

4'-4"

2" 4'-0" 2"

HM HM

3'-4"

2" 3'-0" 2"

HM

1. GENERAL CONTRACTOR TO SUBMIT TYPE-WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS

AND HARDWARE SPECIFIED (PREPARED BY A LICENSED AND CERTIFIED CONSULTANT)

2. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES, HARDWARE, LOCK SETS, AND ENTRANCE DOORS.

3. G.C. TO VERIFY OPENING DIMENSIONS IN FIELD PRIOR TO FABRICATION AND INSTALLATION.

4. SEE STOREFRONT ELEVATIONS AND NOTICES OF ACCEPTANCE FOR TEMPERED GLASS LOCATIONS.

5. ALL STOREFRONT WINDOWS AND DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE W/ ANSI/AMMA/NWWDA

101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE

CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.

6. ALL STOREFRONT WINDOWS AND DOORS SHALL BE ANCHORED PER NOTICE OF ACCEPTANCE AND PUBLISHED

MANUFACTURERS RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.

7. ALL STOREFRONT WINDOWS AND DOORS SHALL BE ANCHORED AS PER APPLICABLE CODE - ANY STOREFRONT

WINDOWS OR DOORS WITH A BUCK THICKNESS LESS THAN 1-1/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE

ADJACENT STRUCTURAL SUBSTRATE.

8. STOREFRONT MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO

TRANSFER MIN 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE (OR AS PER CODE.

9. PROVIDE INFORMATION SIGN ON INTERIOR PUSH SIDE OF EXIT DOORS @ 52"H IN 1" HIGH RED VINYL LETTERS T0 READ

" THIS EXIT TO REMAIN UNLOCKED AT ALL TIMES THE BUILDING IS OCCUPIED.

1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE

2. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER - SUBMIT OTHERS FOR APPROVAL - ALL LOCKS

SHALL BE REKEYABLE

3. DOOR EGRESS/PANIC SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL EGRESS CONTROL DEVICES LISTED IN LOCAL

CODES

4. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT AND/OR OWNER REVIEW PRIOR PURCHASE AND

INSTALLATION

5. ALL DOORS AND HARDWARE TO COMPLY WITH ADA AND CODE OF FEDERAL REGULATION, UTILIZING A LEVER LATCH

OR LOCKSET

6. ALL DOORS AND HARDWARE SHALL COMPLY WITH N.F.P.A. 101-5-2.1.5

HARDWARE SET #1 (SINGLE DOOR)

(1) LEVER TYPE SINGLE CYLINDER KEYED - BRAND SCHLAGE -MODEL J54MAR626-

HARDWARE SET #2 (BATHROOM)

(1) LEVER TYPE PRIVACY DOOR - BRAND SCHLAGE -MODEL J40MAR626-

(1 PACK) BUTT HINGES- HARNEY HARDWARE - MODEL HHFBB191NRP32D

(1 PACK) BUTT HINGES- HARNEY HARDWARE - MODEL HHFBB191NRP32D

HARDWARE SCHEDULE

DOOR AND FRAME SCHEDULE

MARK

WD HGT THK

SIZE

MATL GLAZING

WD HGT

LOUVER

DOOR

MATL EL

HEAD JAMB SILL

DETAIL

FRAME

FIRE

RATING

LABEL SET

NO

KEYSIDE

RM NO

HARDWARE

NOTES

APT. I-1 AND APT. I-2 ROOM FINISHES SCHEDULE

ROOM NAME

AREA MAT.

FLOORS

N S E W

WALL MATERIAL

HGT. MATL

CEILINGS

NOTES

LIVING ROOM

KITCHEN-DINING

BATHROOM

CORRIDOR

BEDROOM #1

BEDROOM #2

190.13 SF

120.85 SF

54.75 SF

26.84 SF

125.30 SF

93.42 SF

FF1

FF1

FF2

FF1

BF1/WF1 BF1/WF1 ±7'-11" CF1

FINISHES LEGEND

BF1 WOODEN BASEBOARD - COLOR AND STYLE BY OWNER

WF1 PAINTED GYPSUM - COLOR AND STYLE BY OWNER

FF1 VINYL PLANK FLOORING - COLOR AND STYLE BY OWNER

CF1 PAINTED GYPSUM - COLOR AND STYLE BY OWNER

BF1/WF1 BF1/WF1

±7'-11"

±7'-00"

±7'-11"

±7'-11"

±7'-11"

BF1/WF1 BF1/WF1 BF1/WF1

FF1

FF1

WF2 CERAMIC TILE - COLOR AND STYLE BY OWNER

WF3 1'-6" HEIGHT OF BACK SPLASH CERAMIC TILE - COLOR AND STYLE BY OWNER

FF2 CERAMIC TILE - COLOR AND STYLE BY OWNER

BF1/WF1 BF1/WF1/WF2WF2 BF1/WF1/WF2

BF1/WF1 BF1/WF1 BF1/WF1 BF1/WF1

BF1/WF1 BF1/WF1 BF1/WF1 BF1/WF1

BF1/WF1 BF1/WF1 BF1/WF1 BF1/WF1

CF1

CF1

CF1

CF1

CF1

WF1/WF3

2'-10"

WD

F.F.

1ST FLOOR.

4'-0"

WD

A400

A400

A400

A400

A400

A400

3'-0"

HM4

A400

A400

A400

C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A400 DOOR SCHEDULES-FHA ; Plot Date: Thursday, August 29, 2024 ,10:11:50 AM ; Plotted By: minelg

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888.850.FFAE (3323)

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FRAME ELEVATIONS

1/4"=1'-0"

SCALE:

DOOR ELEVATIONS

1/4"=1'-0"

. 18"

POSSIBLE LOCATION FOR RESIDENT

INSTALLATION OF FOLD-UP GRAB BARS

GUIDELINES REQUIRE ONLY 15" ON NONGRAB BAR

SIDE OF TOILET; 18" ALSO PREFERRED THIS SIDE OF

CENTERLINE IF PLANNED FOR TWO BARS (18"

SHOWN).

BAR MAY BE ON EITHER SIDE OF THE TOILET, BUT

MUST BE HINGED SO IT FOLDS AGAINST THE WALL

BEHIND THE TOILET AND DOES NOT INTERFERE

WITH ACCESS TO THE TUB AND THE CONTROLS.

TOILET BETWEEN TUB AND LAVATORY

M A X

M

IN

SIDE

M A X

P R E F E R R E D

M A X

M

IN

M A X P R E F E R R E D

SIDE

M A X

M

IN

M A X P R E F E R R E D

BACK

MINIMUM REINFORCING FOR GRAB BARS IN SHOWERS

M

IN

48"

MIN

30" x 48"

CLEAR FLOOR SPACE

CLEAR FLOOR SPACE FOR WHEELCHAIR PARKING AT

APPLIANCES AND FIXTURES

DIRECTION

OF APPROACH

CLEAR FLOOR SPACE AT BATHTUBS/SHOWERS SHADED

AREAS MUST REMAIN UNOBSTRUCTED

M

IN

60" MIN.

SPECIFICATION "A"

BATHROOMS

48" x 60"

FOOT HEAD

M

IN

M A X

M

IN

MOUNTING HEIGHT FOR OUTLETS

1/2"=1'-0"

WALL-MOUNTED FOLD-UP GRAB BAR

REINFORCING IN WALLS

TO RECEIVE

WALL-MOUNTED FOLD-UP

GRAB BARS MAY NEED TO

BE 12" OR GREATER IN

HEIGHT AND VERY

SECURELY ANCHORED IN

PLACE

WALL-MOUNTED FOLD-UP GRAB BAR

2-1/4" 15-3/4"

18"

WALL OR ADJACENT FIXTURE

FOR A GRAB BAR TO BE

USABLE IT MUST BE

MOUNTED IN THE SAME

RELATIONSHIP TO THE

CENTERLINE OF THE

TOILET REGARDLESS OF

WHETHER THE GRAB BAR

IS ATTACHED TO A SIDE

OR REAR WALL

REACH ANGLES 1

1/2"=1'-0"

MIRROR

LEVER VALVE

17" MIN

M

IN

M

IN

N O

T I

N A

N S I

M A X

M

IN

48"

6" MAX.

19" MAX.

8" MIN.

ANSI 1986 REQUIREMENTS AT KNEE SPACE

(GUIDANCE FOR KNEE SPACE IN A BATHROOMS)

M A X

M A X

24" MAX.

COUNTERTOP IS SHOWN AT THE TYPICAL KITCHEN HEIGHT OF 36".

THE DRAWING IN THE GUIDELINES (TAKEN FROM ANSI FIGURE

6(C)). ON WHICH THIS DRAWING IS BASED, GIVES THE DIMENSION

AS 34". THE 34" DIMENSION SHOWN IN THE GUIDELINES IS IN NO

WAY INTENDED TO DICTATE COUNTER HEIGHTS IN COVERED

DWELLING UNITS.

MAXIMUM SIDE REACH

(FROM A PARALLEL APPROACH)

OVER AN OBSTRUCTION

CABINET WITH

NO KNEE SPACE

USER IN A POSITION

PARALLEL TO CABINET

FOR A SIDE REACH TO

CONTROL OR OUTLET

CLEAR FLOOR SPACE AT BATHTUBS/SHOWERS SHADED

AREAS MUST REMAIN UNOBSTRUCTED

ELECTRICAL OUTLETS ON WALLS

OVER CABINETS MUST BE A MINIMUM

OF 36" FROM A CORNER

ELECTRICAL OUTLET MOUNTED MAX.

46" AFF

STANDARD 24" DEEP COUNTER AND

BASE CABINETS

TYPICAL MOUNTING HEIGHTS

1/2"=1'-0"

BATHROOM LAYOUT

1/2"=1'-0"

1/2"=1'-0"

TYPICAL CLEARANCE

SPACE FOR PARALLEL APPROACH

REQUIRED AT RANGE AND COOKTOP

M

IN

48"

MIN

CENTERLINE OF CLEAR FLOOR

SPACE

CENTERLINE OF RANGE

CLEAR FLOOR SPACE FOR A

PARALLEL APPROACH MUST BE

CENTERED ON FIXTURE

USER PULLS PARALLEL TO RANGE

N.S.

EXAMPLE "A" BATHROOM (9'-4" x 5'-2")

REINFORCED WALL AREAS FOR FUTRUE

INSTALLATION OF GRAB BARS AROUND

TOILET AND BAHTUB

ADDITIONAL INACCESSIBLE RECEPTACLE

PERMITTED

RECEPTACLE REQUIRED IN AN

ACCESSIBLE LOCATION

LEVER HANDLES NOT REQUIRED, BUT

RECOMMENDED

FIXED BASE CABINET ACCEPTABLE SINCE

PARALLEL APPROACH CENTERED ON

BASIN IS POSSIBLE

30"x48" CLEAR FLOOR

SPACE FOR PARALLEL

CLEAR FLOOR SPACE AT EACH

FIXTURE REQUIRED

30"x48" MIN. CLEAR FLOOR SPACE OUTSIDE SWING OF DOOR

REQUIRED; IN THIS PLAN THE CLEAR FLOOR SPACE DOUBLES

AS THE SPACE FOR ACCESS TO BATHTUB. TOILET BESIDE AND

CLOSE TO BATHTUB ALLOWED IN "A" BATHROOM ONLY.

PROVIDES LESS ACCESS TO BATHTUB AND CONTROLS.

NOTES IN ITALIC TYPE ARE

RECOMMENDATIONS ONLY AND ARE NOT

REQUIRED BY THE GUIDELINES

32" NOMINAL W

IDTH

C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.J:\City of Kissimmee\Jobs\Haven on Vine 1B\24-14065-02\Dwgs\Sheets\Architectural\A401 FHA DETAILS- FHA ; Plot Date: Thursday, August 29, 2024 ,10:12:02 AM ; Plotted By: minelg

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Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

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S

A AMPERE

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLER UNIT (HVAC)

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERE INTERRUPTING CAPACITY

C CONDUIT OR CONDUCTOR

CU CONDENSING UNIT (HVAC), COPPER

EF EXHAUST FAN

EWH ELECTRIC WATER HEATER

GBB GROUNDING BUSBAR

GND GROUND (ELECTRICAL)

GEN GENERATOR

GFI GROUND FAULT INTERRUPTER

HH HAND HOLE

JB JUNCTION BOX

KVA KILOVOLT-AMPERE

KW KILOWATT

LTG LIGHT, LIGHTING

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MH=X MOUNTING HEIGHT, X IS HEIGHT IN FEET

MLO MAIN LUGS ONLY

P POLE

PB PULL BOX

PCB POWER CIRCUIT BREAKER

PH PHASE (ELECTRICAL)

PNL PANEL

PNLB PANELBOARD

RTU ROOF TOP UNIT (HVAC)

SD SMOKE DETECTOR

SWBD SWITCHBOARD

TTB TELEPHONE TERMINAL BOARD

UON UNLESS OTHERWISE NOTED

WP WEATHERPROOF

ABBREVIATIONS

NOT ALL ABBREVIATIONS ARE USED IN EVERY DESIGN

DIVISION 26 - ELECTRICAL SPECIFICATIONS

GENERAL ELECTRICAL REQUIREMENTS

A. THE COMPLETE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE LATEST

ADOPTED EDITION OF THE FOLLOWING CODES &…