Attachment_I_-_Phase_2B_–_Office_Building_Renovation.pdf

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H I G H W A Y 1 9 2

1815 W. VINE ST.

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A000 COVER SHEET ; Plot Date: Tuesday, February 25, 2025 ,2:00:57 PM; Plotted By: minelg

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ISSUE - REVISION LOG

AR102538 - CA30900

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1230 Oakley Seaver Drive, Suite 100

Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

24-14068

DATE : 02/28/2025

/2

/2

HAVEN ON VINE 2B

ENGINEEROWNER ARCHITECT MEP

Service Beyond Design

License No. AR102538 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.

Cabral Egineering Inc.

REVISION TABLE

REV #

REV

DATE

REV DESCRIPTION

ARCHITECTURAL SYMBOLS

DESIGN A NEW SERVICE CENTER TO BE LOCATED IN THE

EXISTING LANDRY/UTILITY BUILDING. ALSO UPGRADE

EXTERIOR OF BUILDING.

R - 2

V - B

THIS PROJECT MUST COMPLY WITH THE FOLLOWING CODES:

NFPA 70-17 NATIONAL ELECTRIC CODE (NEC)

FLORIDA BUILDING CODE - EXISTING BUILDING 8TH EDITION

FLORIDA BUILDING CODE 2023 - MECHANICAL (8TH EDITION)

FLORIDA BUILDING CODE 2023 - PLUMBING (8TH EDITION)

FLORIDA BUILDING CODE 2023 - ENERGY CONSERVATION (8TH

EDITION)

FLORIDA BUILDING CODE 2023 - FUEL AND GAS (8TH EDITION)

FLORIDA FIRE PREVENTION CODE 2023 (8TH EDITION)

FLORIDA BUILDING CODE - EXISTING RESIDENTIAL BUILDING

8TH EDITION (2023)

NFPA LATEST EDITION NATIONAL ELECTRIC CODE (NEC)

SPRINKLER

EXISTING FIRST FLOOR PLAN AREA

NAME AREA SPACE

EXISTING FIRST FLOOR

SCALE:

SITE LOCATION

N/A

SCALE:

BUILDING

N/A

SCALE:

VICINITY MAP

N/A

SCALE:

MAP

N/A

TOTAL 946

NO ADDITIONAL SQUARE

FOOTAGE ADDED

PHASE 2B -

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= 34###

# SECTION INDICATOR

SHEET NUMBER

# DETAIL NUMBER

SHEET NUMBER

REFERENCE NUMBER

REVISION NUMBER

REFER TO TITLE SHEET

SHEET LIST TABLE

SHEET

SHEET TITLE

Rev_n o

Rev_Dat e

A000 COVER SHEET 0 00/00/00

A001 GENERAL NOTES 0 00/00/00

A002 OVERALL SITE PLAN - EXISTING 0 00/00/00

A003 OVERALL SITE PLAN - PROPOSED 0 00/00/00

A004 ANNEX BUILDING - LIFE SAFETY PLAN 0 00/00/00

A100 ANNEX BUILDING - EXISTING AND DEMOLITION 0 00/00/00

A101 ANNEX BUILDING - PROPOSED FLOOR PLAN 0 00/00/00

A102 ANNEX BUILDING RESTROOMS - ENLARGED AND

ELEVATIONS

0 00/00/00

A200 ELEVATIONS - EXISTING AND DEMOLITION 0 00/00/00

A201 ELEVATIONS - PROPOSED 0 00/00/00

A300 ROOF PLAN - EXISTNG AND PROPOSED 0 00/00/00

A400 ANNEX BUILDING - REFLECTED CEILING PLAN 0 00/00/00

A500 DOOR AND FINISHES SCHEDULES 0 00/00/00

S001 STRUCTURAL GENERAL NOTES 0 00/00/00

S002 STRUCTURAL GENERAL NOTES 0 00/00/00

S100 FOUNDATION PLAN - PHASE 2B 0 00/00/00

S200 ROOF FRAMING PLAN - PHASE 2B 0 00/00/00

SD100 CHARTS AND SCHEDULES 0 00/00/00

SD200 FOUNDATION DETAILS 0 00/00/00

SD300 FRAMING DETAILS - ROOF 0 00/00/00

0 00/00/00FS100 FIRE PROTECTION GENERAL NOTES, LEGENDS,

ABBREVIATION AND INDEX

0 00/00/00FS101 FIRE PROTECTION SPECIFICATIONS

FS200 FIRE SPRINKLER FLOOR PLAN

FS300 FIRE SPRINKLER DETAILS

M100 MECHANICAL LEGENDS, ABBREVIATIONS AND INDEX

M101 MECHANICAL SPECIFICATIONS

M200 MECHANICAL FLOOR PLAN - DUCTWORK/PIPING

M300 MECHANICAL EQUIPMENT SCHEDULE

M400 MECHANICAL DETAILS

0 00/00/00

0 00/00/00

0 00/00/00

0 00/00/00

0 00/00/00

0 00/00/00

0 00/00/00

0 00/00/00

E001 ELECTRICAL - GENERAL

E101 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN

E203

E801

E901 ELECTRICAL DETAILS

E902 ELECTRICAL DETAILS

0 00/00/00

0 00/00/00

0 00/00/00

0 00/00/00

0 00/00/00

0 00/00/000 00/00/00

0 00/00/00

0 00/00/00

00/00/00

E802 ELV DIAGRAMS AND ELEVATIONS 0 00/00/00

ELECTRICAL PLANS

P100 PLUMBING LEGENDS, ABBREVIATIONS AND INDEX

P101 PLUMBING SPECIFICATIONS

P200 PLUMBING FLOOR PLAN - RISER DIAGRAM

P300 PLUMBING FIXTURE SCHEDULE AND DETAILS

0 00/00/00

0 00/00/00

0 00/00/00

ELECTRICAL DIAGRAMS AND SCHEDULES

GENERAL NOTES PAINT & WALL COVERING NOTES

FLOORING 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 CONSTRUCTION PROJECT MANAGER 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. 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.

8. 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.

9. 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.

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 WILL NOT BE ENTITLED TO EXTRAS FOR

OPENING ANY CEILING BECAUSE OF TELEPHONE INSTALLATION,

SECURITY SYSTEMS OR COMPUTER DATA SYSTEMS.

10. 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. 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.

6. 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.

7. 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 .

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. 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 2B\24-14068-02\Dwgs\Sheets\Architectural\A001 GENERAL NOTES ; Plot Date: Monday, February 17, 2025 ,5:11:00 PM; Plotted By: minelg

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AR102538 - CA30900

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1230 Oakley Seaver Drive, Suite 100

Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

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DATE : 02/28/2025

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PARKING

PA

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IT

B

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IN

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STORAGE

BUILDING

PA

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PA

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BU

IL

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IN

G "F

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G "A

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G "H

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G D

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AREA OF WORK FOR

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UNDER A SEPARATE

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UNDER A SEPARATE

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NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

AREA OF WORK FOR

PHASE 1A TO BE FILED

UNDER A SEPARATE

APPLICATION

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

SCALE:

OVERALL SITE PLAN - EXISTING

1/32"=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 2B\24-14068-02\Dwgs\Sheets\Architectural\A002 OVERALL SITE PLAN - EXISTING ; Plot Date: Monday, February 17, 2025 ,5:11:05 PM; Plotted By: minelg

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CONC. W

ALKW

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AREA OF WORK FOR PHASE

2A TO BE FILED UNDER A

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N O T

IN

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1B TO BE FILED UNDER A

SEPARATE APPLICATION

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

AREA OF WORK FOR PHASE

1A TO BE FILED UNDER A

SEPARATE APPLICATION

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

NOT IN SCOPE OF

WORK

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A003 OVERALL SITE PLAN - PROPOSED ; Plot Date: Monday, February 17, 2025 ,5:11:09 PM; Plotted By: minelg

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1230 Oakley Seaver Drive, Suite 100

Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

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DATE : 02/28/2025

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1/32"=1'-0"

TRAVEL PATH

38'

MERGE

P1 & P2

TRAVEL PATH

23'

TRAVEL

PATH

5'

S-1

W

M

A

74"

S-2

E-01

MERGE

P2 & P3

S-2

34 SF

OCCUPANTS 1

733 SF

OCCUPANTS 5

FEC

20 SF

OCCUPANTS 1

S-3

W

M

A

50"

E-02

TRAVEL

PATH

5'

OCCUPANCY CLASSIFICATION AND LOAD - ANNEX BUILDING

(FBC TABLE 1004.5)

FUNCTION OF SPACE HATCH

OPEN OFFICE SPACE

FUNCTION OF SPACE

OCCUPANCY CATEGORY

S.F. OCCUPANT LOAD

FACTOR

NUMBER OF

OCCUPANTS

B - BUSINESS

733 150 GROSS

ANNEX BUILDING PLUMBING FIXTURES (FBC TABLE 2902.1)

BUSINESS GROUP B

OCCUPANTS = 6 PLUS 1

TOTAL FIXTURES

REQUIRED

MALE FEMALE TOTAL FIXTURES

PROVIDED

OCCUPANT LOAD

WATER CLOSET (1/25) REQUIRED

LAVATORY (1/40) REQUIRED

DRINKING NOT REQUIRED

FOUNTAIN

SERVICE SINK LESS THAN 15

O.L. NOT REQUIRED

WATER CLOSET

LAVATORY

0.11

1 1

1 1

0.12

0.08

0.12

0.08

MALE FEMALE

FIRE RISER ROOM

S1 - MODERATE

HAZARD STORAGE

300 GROSS 120

ELECTRICAL ROOM

S1 - MODERATE

HAZARD STORAGE

300 GROSS 134

INDICATES START OF LONGEST TRAVEL PATH INSIDE OF BUILDING

INDICATES END OF TRAVEL PATH OUTSIDE OF DOOR

INDICATES TRAVEL PATH NUMBER

INDICATES TRAVEL PATH DISTANCE

TRAVEL PATH, ARROWS INDICATE DIRECTION

CLEAR WIDTH OF OPENING

EGRESS USER FACTOR

INDICATES CLEAR WIDTH OF CORRIDOR IN INCHES

MERGE POINTS OF ONE OR MORE EXIT TRAVEL PATHS

FIRE EXTINGUISHER CABINET, WALL-MOUNTED

5 LB, 2A-10B:C, MULTI-PURPOSE EXTINGUISHER.

TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF

AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF

SMOKE DETECTOR, CEILING-MOUNTED

INTRUSION / BURGLAR ALARM PANEL

FIRE EXTINGUISHER CABINET, WALL-MOUNTED

5 LB

TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF

AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF

COMBINATION EXIT LIGHT AND EMERGENCY LIGHT

DENOTES DIRECTION OF SIGN FACE

EXIT LIGHT-SHADED AREA DENOTES DIRECTION OF SIGN FACE

ADDITIONAL 'E' DESIGNATES EXISTING EXIT LIGHT

VISUAL SIGNALING UNIT - WALL MOUNTED

FLASHING "FIRE" LIGHT ONLY (NO AUDIO DEVICE)

FIRE ALARM ANNUNCIATOR PANEL, FLUSH MOUNTED

MANUAL PULL STATION

COMBINATION AUDIBLE/VISUAL SIGNALING

UNIT- CHIME/FLASHING "FIRE" LIGHT

FIRE ALARM CONTROL PANEL

SECURITY CAMERA

CEILING OUTLET BOX AND SMOKE DETECTOR

2 X 4 FLUORESCENT WITH BATTERY INVERTER BACK-UP

SMOKE ALARM & ANNUNCIATOR FOR DUCT-MOUNTED SMOKE

DETECTORS

LIFE SAFETY LEGEND

1. FIRE EXTINGUISHERS TO BE LOCATED A MAXIMUM OF 75 FEET FROM ANY

LOCATION.

2. EXISTING LIFE SAFETY DEVICES ARE TO REMAIN. SCOPE OF WORK DOES

NOT AFFECT/ DIMINISH EGRESS PATHS OR CAPACITY.

NOTES

S -

E -

TRAVEL

PATH

80'

CORRIDOR

WIDTH XX"

MERGE

P1 0 P2

FEC

SD

BA

FEC

SA

FAAP

FACP

F

F

F

E

EXIT LIGHTEXIT

EXIT LIGHT IN PUBLIC AREASEXIT

EMERGENCY LIGHT

EGRESS DOORWAY WIDTH IN INCHES PROVIDED

W

M A

EGRESS CAPACITY CALCULATED MAX. OCCUPANT LOAD (0.2)

ACTUAL OCCUPANT LOAD CALCULATED

TO PASS THROUGH THIS OPENING

XX"

XX

XX

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A004 ANNEX BUILDING- LIFE SAFETY PLAN ; Plot Date: Friday, February 21, 2025 ,8:31:18 AM; Plotted By: eduardoc

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1230 Oakley Seaver Drive, Suite 100

Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

24-14068

DATE : 02/28/2025

/0

/0

SCALE:

ANNEX BUILDING - LIFE SAFETY PLAN

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PLAN NORTH

EXISTING CEILING HEIGHT

EXISTING CEILING HEIGHT

EXISTING CEILING HEIGHT

2D

2D

2A

2A

2B

2F

2F

2L

EXISTING

CEILING

HEIGHT

2C

2C 2C

DEMOLITION REFERENCE KEYNOTES

2A - REMOVE EXISTING WALL

2B - REMOVE EXISTING DOOR

2C -

REMOVE EXISTING THRU-WALL MECHANICAL UNIT BELOW

WINDOW

2D - REMOVE EXISTING TOILET

2F -

REMOVE EXISTING BASEBOARD, FLOORING AND CEILING

- PATCH AND REPAIR AS NEEDED

2L -

REMOVE EXISTING CABINET, COUNTERTOP AND SINK -

PATCH AND REPAIR AS NEEDED

DEMOLITION PLAN LEGEND

TO REMAIN - EXISTING WALL

REMOVE WALL

TO REMAIN - EXISTING WINDOW

REMOVE - HINGED DOOR

1. THE PURPOSE OF THESE DOCUMENTS IS TO SHOW THE GENERAL ARRANGEMENT

AND EXTENT OF DEMOLITION SCOPE OF WORK.

2. REMOVE PORTIONS OF EXISTING CONSTRUCTION AS SHOWN AND AS NECESSARY.

PROTECT AREA FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST, WATER,

ETC. PROVIDE AND MAINTAIN TEMPORARY SECURITY FENCE AND CHAIN-LINK

CONSTRUCTION FENCE AS REQUIRED DURING THE PERIOD OF CONSTRUCTION.

3. DAMAGE TO EXISTING STRUCTURES, FINISH, AND EQUIPMENT SHALL BE REPAIRED

OR REPLACED TO THE SATISFACTION OF THE ARCHITECT, AT THE EXPENSE OF THE

GENERAL CONTRACTOR.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT OVER

MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE

CONCLUSION OF THE WORK.

5. CONTRACTOR SHALL REPAIR OR REPLACE ANY FENCE, SIDEWALK, PAVING,

LANDSCAPING, OR ANY OTHER BUILDING MATERIAL OR SYSTEM DAMAGED AS A

RESULT OF LABOR, MATERIAL AND EQUIPMENT DELIVERY AND HANDLING.

6. THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS SHALL HAVE NO

RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL

OF, OR EXPOSURE OF PERSONS TO ASBESTOS, HAZARDOUS OR TOXIC SUBSTANCES IN

ANY FORM AT THE PROJECT SITE. PROFESSIONAL SERVICES RELATED OR IN ANY WAY

CONNECTED WITH THE INVESTIGATION, DETECTION, ABATEMENT, REPLACEMENT,

USE, SPECIFICATION, OR REMOVAL OF PRODUCTS, MATERIALS OR PROCESSES

CONTAINING ASBESTOS, HAZARDOUS OR TOXIC MATERIALS ARE BEYOND THE SCOPE

OF THIS CONTRACT.

7. LOCATE, IDENTIFY, DISCONNECT AND SEAL OR CAP OFF PLUMBING, ELECTRICAL

AND FIRE ALARM/LOW VOLTAGE UTILITIES SERVING BUILDINGS TO BE DEMOLISHED.

COORDINATE ANY SHUT-OFF WITH OWNER. REMOVE EXISITNG WIRING BACK TO

SOURCE. IF REQUIRED, PROVIDE TEMPORARY UTILITY THAT BYPASS BUILDINGS TO BE

DEMOLISHED AND THAT MAINTAIN CONTINUITY OF SERVICE TO OTHER BUILDINGS.

DO NOT START DEMOLITION UNTIL UTILITY DISCONNECTING AND SEALING HAVE

BEEN COMPLETED AND VERIFIED IN WRITING. DISCONNECT, DEMOLISH AND REMOVE

ELECTRICAL, FIRE ALARM, PLUMBING AND HVAC SYSTEMS, EQUIPMENT AND

COMPONENTS TO BE REMOVED. REMOVE PORTIONS OF PIPING INDICATED TO BE

REMOVED AND CAP OR PLUG REMAINING PIPE WITH SAME OR COMPATIBLE PIPING

MATERIAL. BACKFILL HOLES FROM REMOVED ITEMS IN GROUND TO [E] ADJACENT

SUBGRADE ELEVATIONS

8. PROTECT EXISTING EXISTING LINES: CONTRACTOR SHALL HAVE LINES SURVEYED,

MARKED, AND FLAGGED SO EXCAVATOR AND OTHERS CAN CLEARLY SEE THE LINE

ROUTE. ASSURE HEAVY EQUIPMENT DOES NOT CROSS THE LINES.

9. PROPERLY DISPOSE OF ALL BATTERIES, FREON, LIGHT BALLASTS, ETC.

10. PROTECT ALL IRRIGATION SYSTEMS, PIPES, AND VALVES. SYSTEM TO REMAIN

OPERATIONAL DURING DEMOLITION.

FLOOR PLAN NOTES

1. CONTRACTOR SHALL COMPLY WITH THE STATE OF FLORIDA STATE BUILDING CODE CURRENT EDITION, THE FLORIDA BUILDING CODE 2023 (WITH ALL APPLICABLE

REVISIONS), FLORIDA FIRE PREVENTION CODE 2023, ALL STATE AND LOCAL ZONING CODES AND THE CITY OF KISSIMMEE. PERMITS SHALL BE POSTED IN A VISIBLE PLACE AT

ALL TIMES.

2. ALL PERMITS, UTILITY AND METER CONNECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR.

3. ALL WORK, MATERIALS AND EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE NEW AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS

AND SPECIFICATIONS.

4. ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED PROFESSIONAL AND INDUSTRY ORGANIZATIONS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND FAMILIARIZING HIMSELF WITH ALL EXISTING CONDITIONS AFFECTING THE WORK, INCLUDING BUT NOT LIMITED TO PRIVATE AND PUBLIC UTILITIES, ON AND OFF SITE, ACCESS ROADS AND OTHER SUPPORT FACILITIES.

6. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE, AS NECESSARY, ELECTRICAL, TELEPHONE, WATER, SEWER, GAS (IF APPLICABLE) OR ANY OTHER UTILITY LINES

ENCOUNTERED AND SHALL COORDINATE THIS WORK WITH ALL LOCAL UTILITY COMPANIES.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE

DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENT.

8. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION AREAS, AS WELL AS SURROUNDING AREAS FREE OF DEBRIS OR HAZARDOUS EQUIPMENT AT ALL TIMES.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. CONSTRUCTION

PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED.

10. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS SHALL BE FOLLOWED.

11. ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, NOT TO FACE OF FINISH MATERIALS UNLESS

OTHERWISE NOTED ON DRAWINGS. WHERE A DIMENSION IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH MATERIALS TO FACE OF FINISH MATERIALS.

12. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS FOR CONSTRUCTION. ALL

SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOMPLETE OR

LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

13. PRESSURE TREATED WOOD SHALL BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY OR IN CONTACT WITH THE ELEMENTS (EXTERIOR).

14. CONTRACTOR TO FURNISH AND INSTALL ALL METAL AND WOOD BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, BATHROOM FIXTURES AND ACCESSORIES OR BY OTHER ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS.

15. IN ADDITION TO WALL TYPES SHOWN ON PLANS THE CONTRACTOR SHALL REFER TO THE ROOM FINISH SCHEDULE, INTERIOR ELEVATIONS AND DETAILS FOR

ADDITIONAL INFORMATION REGARDING FINISHES.

16. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE LOCATION OF ALL ACCESS PANELS SO AS TO ALLOW FOR PROPER

EQUIPMENT ACCESSIBILITY, MAINTENANCE, AND/OR OPERATION OF THE BUILDING SYSTEMS PRIOR TO THE START OF WORK. THE OMISSIONS OF ANY OR ALL

ACCESS PANELS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR DOORS. ACCESS PANELS IN

RATED ELEMENTS SHALL HAVE THE SAME FIRE RATING.

17. CONTRACTOR SHALL PAINT ALL VISIBLE SURFACES OF FACTORY PRIMED OR FACTORY PAINT FINISHED EQUIPMENT, A.C. GRILLS OR REGISTERS, COVERS, ETC.

UNLESS SPECIFICALLY NOTED OTHERWISE VERIFY AND COORDINATE COLORS WITH INTERIOR DESIGN AND ARCHITECT.

18. ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF CAULKING OR FORM A REVEAL TO MATCH COLOR

OF ADJACENT SURFACE. COORDINATE COLORS WITH ARCHITECT.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS AND CONSTRUCTION MATERIAL FROM THE SITE. CONTRACTOR SHALL ALSO BE RESPONSIBLE

FOR PROPERLY CLEANING ALL AREAS PRIOR TO FINAL ACCEPTANCE BY THE OWNER INCLUDING BUT NOT LIMITED TO WINDOWS, FLOORS, CARPETS, WALLS, DOORS, EQUIPMENT, ETC.

20. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES

INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY

CONTRACTOR AS CONSTRUCTION PROGRESSES AND REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. REFER TO PROJECT MANUAL.

21. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS IN COMPLIANCE WITH THE LIFE SAFETY PLANS DURING ALL PHASES OF CONSTRUCTION.

22. CONTRACTOR TO PROVIDE A SAFETY PLAN PRIOR TO START OF CONSTRUCTION TO CLEARLY DELINEATE AREAS FOR CONSTRUCTION, SAFETY BARRIERS, EXITS, CONSTRUCTION TRAFFIC DURING THE VARIOUS PHASES AND WHEN CONDITIONS CHANGE.

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A100 ANNEX BUILDING - EXISTING AND DEMOLITION ; Plot Date: Monday, February 17, 2025 ,5:17:27 PM ; Plotted By: minelg

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1230 Oakley Seaver Drive, Suite 100

Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

24-14068

DATE : 02/28/2025

/2

/2

PLAN NORTH

SCALE:

ANNEX BUILDING - EXISTING AND DEMOLITION FLOOR PLAN

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EXISTING CEILING HEIGHT

2'-0" 4'-0" 2'-0"

12'-0"

4'-0"

25'-10"14'-3"

EXISTING CEILING HEIGHT

EXISTING CEILING

HEIGHT

EXISTING CEILING HEIGHT

EXISTING CEILING HEIGHT

1'-11" 2'-0"

A102

A101

A

4'-0"4"6'-10"

EXISTING

CEILING HEIGHT

TYP.

3'-0"

INFILL WITH

CONSTRUCTION TO

MATCH EXISTING

EXTERIOR WALL

4. ALL EXTERIOR WALLS, LESS OPENINGS, ARE TO BE

CONSIDERED SHEAR WALLS. ALL ROUGH OPENING

WINDOW SIZES MUST BE VERIFIED BY WINDOW

CONTRACTOR PRIOR TO CONSTRUCTION. SEE

STRUCTURAL SPECIFICATIONS FOR MATERIAL TYPE.

5. WHERE THE OPENING OF AN OPERABLE WINDOW IS

LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR

SURFACE BELOW, THE LOWEST PART OF THE CLEAR

OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24"

ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH IT

IS LOCATED.

3-COAT (7/8" MIN.

THICKNESS)

STUCCO SYSTEM

CMU COLUMN PER

STRUCTURAL

GROUT JOINT,

STRIKE FLUSH AT

COLUMN EXTERIOR

FINISHES LEGEND

BF1 BASEBOARD - REAL WOODS - RWBA - 03 (9/16" X 5-1/4") - (OR SIMILAR)

WF1 PAINTED GYPSUM - SHERWIN WILLIAMS. SW7636 (OR SIMILAR)

CF1 PAINTED EXISTING GYPSUM BOARD (WHITE)

FF1 24"x24" DALTILE -SUPERIOR SLIP RESISTANCE FLOOR TILE. MODEL: SCRIPER -MENTOR SQUARE-COLOR:

AR62-MATTE - (OR SIMILAR)

FF2 PAINTED CONCRETE

ALL NEW FINISH MATERIAL TO HAVE CLASS B FLAME SPREAD RATING MINIMUM

MAIN OFFICE FINISHES SCHEDULE

ROOM NAME

AREA MAT.

FLOORS

N S E W

WALL MATERIAL

HGT. MATL

CEILINGS

NOTES

OPEN OFFICE SPACE

FIRE RISER

HALLWAY

RESTROOM 1

733 SF

20 SF

52 SF

45 SF

FF1

FF2

FF1

FF1

BF1/WF1 BF1/WF1 ±7'-11" (EXISTING) CF1BF1/WF1 BF1/WF1

FF1

CF1

CF1

CF1

CF1RESTROOM 2

45 SF

ELECTRICAL ROOM 34 SF FF2 CF1

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

WF1

WF1

BF1/WF1

BF1/WF1

WF1

WF1

WF1

WF1

WF1

WF1

±7'-11" (EXISTING)

±7'-11" (EXISTING)

±7'-11" (EXISTING)

±7'-11" (EXISTING)

±7'-11" (EXISTING)

BF1/WF1

BF1/WF1

BF1/WF1

BF1/WF1

BF1/WF1

BF1/WF1

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A101 ANNEX BUILDING - PROPOSED FLOOR PLAN ; Plot Date: Tuesday, February 25, 2025 ,11:36:05 AM ; Plotted By: minelg

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888.850.FFAE (3323)

www.forefrontae.com

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DATE : 02/28/2025

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N

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A102

10B10E22B 10G

EAST ELEVATIONNORTH ELEVATION WEST ELEVATION

22B10A22E

22E10F

SOUTH ELEVATION

10D

REFERENCE KEYNOTES

10A -

36" GRAB BAR ADA COMPLIANT - HORIZONTAL POSITION -

BOBBRICK B-6806X36 OR SIMILAR

10B -

RECESSED TOILET TISSUE DISPENSER - BOBBRICK B-667 -

OR SIMILAR

10D -

WELDED-FRAME MIRROR - BOBBRICK B-290 2436 - OR

SIMILAR

10E -

42" GRAB BAR ADA COMPLIANT - HORIZONTAL POSITION -

BOBBRICK B-6806X42 OR SIMILAR

10F -

SURFACE-MOUNTED PAPER TOWEL DISPENSER - BOBBRICK

B-262 ClassicSeries - OR SIMILIAR

10G -

SURFACE-MOUNTED SEAT COVER DISPENSER - BOBBRICK

B-4221 ConturaSeries - OR SIMILAR

22B - TOILET PER PLUMBING

22E - WALL MOUNTED SINK - PER PLUMNBING

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A102 ANNEX BUILDING RESTROOMS - ENLARGED AND ELEVATIONS ; Plot Date: Monday, February 17, 2025 ,5:11:25 PM ; Plotted By: minelg

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888.850.FFAE (3323)

www.forefrontae.com

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DATE : 02/28/2025

/2

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PLAN NORTH

SCALE:

ENLARGED PROPOSED RESTROOM FLOOR PLAN - TYPICAL

1/2"=1'-0"

SCALE:

PROPOSED RESTROOM ELEVATIONS - TYPICAL

1/2"=1'-0"

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F. F.

EXISTING DOOR

TO BE REMOVED

0'-0"

F. F.

THRU-WALL MECHANCIAL UNIT TO

BE REMOVED (TYP.)

0'-0"

F. F.

0'-0"

F. F.

SCALE:

ANNEX BUILDING - EXISTING & DEMO LEFT ELEVATION

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

ANNEX BUILDING - EXISTING & DEMO RIGHT ELEVATION

1/4"=1'-0"

SCALE:

ANNEX BUILDING - EXISTING & DEMO FRONT ELEVATION

1/4"=1'-0"

SCALE:

ANNEX BUILDING - EXISTING & DEMO REAR ELEVATION

1/4"=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 2B\24-14068-02\Dwgs\Sheets\Architectural\A200 ELEVATIONS - EXISTING AND DEMOLITION ; Plot Date: Tuesday, February 18, 2025 ,11:03:35 AM ; Plotted By: eduardoc

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DATE : 02/28/2025

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F. F.

9'-0"

BEAR. HGT.

MATCH NEW ROOF PITCH TO

EXISTING (FIELD VERIFY)

REPLACE ALL EXISTING ASPHALT

SHINGLES WITH NEW METAL

ROOF

ACCENT COLOR APPLIED ON

BOTTOM HALF, BELOW THE TRIM,

OVERALL. UPPER PORTION WILL

CONTINUE THE MAIN BODY

COLOR.

WESTERN LOCK STANDING SEAM METAL ROOFING

- COLOR: NATURAL ZINC METALLIC (TYP.)

MAIN BODY OF BUILDING, UNLESS

OTHERWISE NOTED IS 3-COAT (7/8"

MIN THICKNESS) STUCCO SYSTEM2"x4" ADHERED

FOAM TRIM -

PAINTED SW7076

(TYP.)

ACCENT COLOR

A201

TYP.

0'-0"

F. F.

9'-0"

BEAR. HGT.

ACCENT COLOR APPLIED ON

BOTTOM HALF, BELOW THE TRIM,

OVERALL. UPPER PORTION WILL

CONTINUE THE MAIN BODY

COLOR.

MAIN BODY OF BUILDING, UNLESS

OTHERWISE NOTED IS 3-COAT (7/8"

MIN THICKNESS) STUCCO SYSTEM

REPLACE ALL EXISTING ASPHALT

SHINGLES WITH NEW METAL

ROOF

2"x4" ADHERED

FOAM TRIM -

PAINTED SW7076

(TYP.)

NEW THRU-WALL MECHANICAL

UNIT PER MECHANICAL (TYP.)

0'-0"

F. F.

9'-0"

BEAR. HGT.

REPLACE ALL EXISTING ASPHALT

SHINGLES WITH NEW METAL

ROOF

MATCH NEW ROOF PITCH TO

EXISTING (FIELD VERIFY)

WESTERN LOCK STANDING

SEAM METAL ROOFING - COLOR:

NATURAL ZINC METALLIC (TYP.)

2"x4" ADHERED

FOAM TRIM -

PAINTED SW7076

(TYP.)

ACCENT COLOR

ACCENT COLOR APPLIED ON

BOTTOM HALF, BELOW THE TRIM,

OVERALL. UPPER PORTION WILL

CONTINUE THE MAIN BODY

COLOR.

MAIN BODY OF BUILDING, UNLESS

OTHERWISE NOTED IS 3-COAT (7/8"

MIN THICKNESS) STUCCO SYSTEM

0'-0"

F. F.

9'-0"

BEAR. HGT.

REPLACE ALL EXISTING ASPHALT

SHINGLES WITH NEW METAL

ROOF

MATCH NEW ROOF PITCH TO

EXISTING (FIELD VERIFY)

WESTERN LOCK STANDING

SEAM METAL ROOFING - COLOR:

NATURAL ZINC METALLIC (TYP.)

2"x4" ADHERED

FOAM TRIM -

PAINTED SW7076

(TYP.)

ACCENT COLOR

ACCENT COLOR APPLIED ON

BOTTOM HALF, BELOW THE TRIM,

OVERALL. UPPER PORTION WILL

CONTINUE THE MAIN BODY

COLOR.

MAIN BODY OF BUILDING, UNLESS

OTHERWISE NOTED IS 3-COAT (7/8"

MIN THICKNESS) STUCCO SYSTEM

A201

TYP.

BUILDING PAINT COLOR NOTES:

- OVERALL MAIN BODY COLOR: SHERWIN WILLIAMS - SW7656/RHINESTONE

- ACCENT COLOR : SHERWIN WILLIAMS - SW6522/SPORTY BLUE (FOR ACCENT COLOR LOCATIONS REFER TO ELEVATIONS)

- ALL NEW AND EXISTING TRIM BORDERS AND CORBELS COLOR: SHERWIN WILLIAMS - SW7076/CYBERSPACE

- ALL EXISTING AND NEW RAILINGS OR METAL RODS TO BE PAINTED BLACK

GROUT JOINT,

STRIKE FLUSH AT

COLUMN EXTERIOR

CMU COLUMN PER

STRUCTURAL

3-COAT (7/8" MIN.

THICKNESS) STUCCO

SYSTEM

2"x2" ADHERED FOAM

TRIM - TRIM

PAINTED SW7076

(TYP.)

SEALANT, ALL JOINTS

TYP.

WEEP SCREED

1/2" MIN.

COMPRESSIBLE

EXPANSION JOINT

CONCRETE

SIDEWALK WHERE

OCCURS

CONCRETE FOOTING

PER STRUCTURAL

STUCCO FINISH

COAT - TRIM PAINT

SW7076 (TYP.)

BETWEEN THE

TRIMS: 3-COAT (7/8"

MIN. THICKNESS)

STUCCO SYSTEM -

PAINT SW7656 (TYP.)

PAINT CMU TO

MATCH ACCENT

FINISH (SW7656)

3-COAT (7/8" MIN.

THICKNESS) STUCCO

SYSTEM - PAINT

ACCENT COLOR:

SW6522/SPORTY

BLUE

A201

A

1/2" MIN. GYPSUM

SHEATHING

CONTINUOUS SOFFIT VENT

LVL BEAM PER STRUCTURAL

- NOTE: AS OCCURS SEE

ELEVATIONS

WESTERN LOCK

STANDING SEAM

METAL ROOFING -

COLOR: NATURAL

ZINC METALLIC

ROOFING UNDERLAYMENT

ROOFING SHEATHING PER

STRUCTURAL

PRE-MANUFACTURED

ROOF TRUSSES

R-38 BATT

INSULATION (OVER

HABITED SPACES)

METAL DRIP EDGE

3-COAT (7/8" MIN. THICKNESS)

STUCCO SYSTEM - PAINT

SW6522 (TYP.)

2x4 SPACER FRAMING

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A201 ELEVATIONS - PROPOSED ; Plot Date: Tuesday, February 18, 2025 ,11:03:40 AM ; Plotted By: eduardoc

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Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

24-14068

DATE : 02/28/2025

/2

/2

SCALE:

ANNEX BUILDING - PROPOSED LEFT ELEVATION

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

ANNEX BUILDING - PROPOSED RIGHT ELEVATION

1/4"=1'-0"

SCALE:

ANNEX BUILDING - PROPOSED FRONT ELEVATION

1/4"=1'-0"

SCALE:

ANNEX BUILDING - PROPOSED REAR ELEVATION

1/4"=1'-0"

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3/8"=1'-0"

SCALE:

COLUMN SECTION CUT (TYP.)

3/8"=1'-0"

SCALE:

EAVE DETAIL (TYP.)

1/2"=1'-0"

H I

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FIELD

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BUILDER NOTE: FIELD

VERIFY ROOF PITCH AND

OVERHANG - NEW ROOF

PITCH AND OVERHANG

TO MATCH EXISTING.

/1

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VALLEY

VA

LL

EY

WESTERN LOCK STANDING SEAM METAL

ROOFING - COLOR: NATURAL ZINC

METALLIC (TYP.)

NEW CONTINUOUS RIDGE VENT TO

MATCH METAL ROOFING

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A300 ROOF PLAN - EXISTNG AND PROPOSED ; Plot Date: Tuesday, February 25, 2025 ,1:57:01 PM; Plotted By: minelg

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888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

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SCALE:

ROOF PLAN - EXISTING

1/4"=1'-0"

SCALE:

ROOF PLAN - PROPOSED

3/8"=1'-0"

EXISTING CEILING HEIGHT

EXISTING CEILING HEIGHT

EXISTING

CEILING

HEIGHT

LIGHT

FIXTURE

PER

ELECTRICAL

LIGHT

FIXTURE

PER

ELECTRICAL

NEW LIGHT

FIXTURE PER ELECTRICAL

(TYP.)

EXISTING CEILING HEIGHT

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

SYMBOL DESCRIPTION

CEILING TYPES

EXISTING GYPSUM BOARD

CEILING PATCH AND REPAIR

AS REQUIRED.

LIGHTING TYPES

SYMBOL DESCRIPTION

CEILING LIGHT FIXTURE

NEW 2X2 ACOUSTICAL

CEILING GRID

WALL MOUNT LIGHT FIXTURE

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 2B\24-14068-02\Dwgs\Sheets\Architectural\A400 ANNEX BUILDING - REFLECTED CEILING PLAN ; Plot Date: Friday, February 21, 2025 ,8:31:21 AM ; Plotted By: eduardoc

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