Attachment_F_-_Phase_1B_–_Ten_Fourplex_Apartment_Building_Renovation.pdf

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H I G H W A Y 1 9 2

1815 W. VINE ST.

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BUILDING "F"

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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 ; Plot Date: Monday, January 13, 2025 ,2:27:04 PM ; Plotted By: eduardoc

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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 :

24-14065

DATE : 01/13/2025

/1

/2

HAVEN ON VINE - PHASE 1B

ENGINEEROWNER GENERAL CONTRACTOR ARCHITECT

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.

= 34

ARCHITECTURAL SYMBOLS

# SECTION INDICATOR

SHEET NUMBER

# DETAIL NUMBER

SHEET NUMBER

REFERENCE NUMBER

REVISION NUMBER

REFER TO TITLE SHEET

RENOVATION OF THE EXTERIOR ELEVATIONS TO EACH

4-PLEX BUILDING.

NO INTERIOR RENOVATION WORK UNDER THIS

APPLICATION.

R - 2

V - B

THIS PROJECT MUST COMPLY WITH THE FOLLOWING CODES:

FLORIDA BUILDING CODE - EXISTING BUILDING 8TH EDIT

FLORIDA BUILDING CODE 2023- 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)

NATIONAL ELECTRIC CODE (2020)

NFPA LATEST EDITION

SCALE:

SITE LOCATION

N/A

SCALE:

VICINITY MAP

N/A

Cabral Egineering Inc.

SCALE:

MAP

N/A

SCALE:

AREA OF WORK

N/A

REVISION TABLE

REV #

REV

DATE

REV DESCRIPTION

1 01/13/2025 CITY OF KISSIMMEE JURISDICTION SUBMITTAL

SHEET LIST TABLE

SHEET

SHEET TITLE

REV

REV

DATE

A000 COVER SHEET 0 00/00/00

A001 GENERAL NOTES

A002 OVERALL SITE PLAN - EXISTING

A003 OVERALL SITE PLAN - PROPOSED

A101 EXISTING AND DEMOLITION FIRST AND SECOND FLOOR PLAN

A102 FIRST FLOOR - PROPOSED FLOOR PLAN

A201 FRONT ELEVATIONS - EXISTING & DEMO

A202 REAR ELEVATIONS - EXISTING & DEMO

A203 LEFT ELEVATIONS - EXISTING & DEMO

A204 RIGHT ELEVATIONS - EXISTING & DEMO

A205 FRONT AND REAR ELEVATIONS - PROPOSED - BLDG A, C, E, F, H, J

A206 LEFT AND RIGHT ELEVATIONS - PROPOSED - BLDG A, C, E, F, H, J

A207 FRONT & REAR ELEVATIONS - PROPOSED - BLDG B, D, G, & I

A208 LEFT AND RIGHT ELEVATIONS - PROPOSED - BLDG B, D, G, & I

A300 ROOF PLAN - EXISTING AND DEMOLITION

A301 ROOF PLAN- PROPOSED - BLDG A, C, E, F, H, J

A302 ROOF PLAN - PROPOSED - BLDG B, C, D, G, I

A400 BUILDING SECTIONS CUTS

A401 BUILDING SECTIONS CUTS

A402 BUILDING SECTIONS CUTS

S001 STRUCTURAL GENERAL NOTES

S002 STRUCTURAL GENERAL NOTES

S101 FOUNDATION PLAN

S102 ROOF FRAMING PLAN

SD100 STRUCTURAL DETAILS

SD110 CHARTS AND SCHEDULES

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STRUCTURAL. .

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 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. 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 1B\24-14065-02\Dwgs\Sheets\Architectural\A001 GENERAL NOTES ; Plot Date: Monday, January 13, 2025 ,2:50:58 AM ; 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 :

24-14065

DATE : 01/13/2025

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O O D S

T.

H O

LL

YW

O O D S

T.

BRONSON Dr.

M

EADOW

Dr

P E T T

IS

B L V D

V I N E S T R E E T - H I G H W A Y 1 9 2

PARKING

PA

RK

IN

G

EA

ST

G

UE

ST

U

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B

UI

LD

IN

G

STORAGE

BUILDING

PA

RK

IN

G

BU

IL

D

IN

G B"

BU

IL

D

IN

G E"

WEST GUEST UNIT BUILDING

PA

RK

IN

G

POOL

BU

IL

D

IN

G "F

BU

IL

D

IN

G "A

BU

IL

D

IN

G J"

BU

IL

D

IN

G "I

BU

IL

D

IN

G "C

BU

IL

D

IN

G "H

BU

IL

D

IN

G D

BU

IL

D

IN

G "G

NOT INCLUDE ON

SCOPE OF WORK

AREA OF WORK FOR PHASE

2B TO BE FILED UNDER A

SEPARATE APPLICATION

AREA OF WORK FOR PHASE

2A TO BE FILED UNDER A

SEPARATE APPLICATION

AREA OF WORK FOR PHASE

1A TO BE FILED UNDER A

SEPARATE APPLICATION

NOT INCLUDE ON

SCOPE OF WORK

N O T

IN

CL

U D E

O N

SC

O

PE

O F W

O

RK

NOT INCLUDE ON

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 1B\24-14065-02\Dwgs\Sheets\Architectural\A002 OVERALL SITE PLAN - EXISTING ; Plot Date: Monday, January 13, 2025 ,2:51:01 AM; Plotted By: minelg

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888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

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DATE : 01/13/2025

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SCALE:

OVERALL SITE PLAN - EXISTING

1/32"=1'-0"

PLAN NORTH

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O N

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M

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P E T T

IS

B L V D

V I N E S T R E E T - H I G H W A Y 1 9 2

PARKING

PA

RK

IN

G

EA

ST

G

UE

ST

U

N

IT

B

UI

LD

IN

G

STORAGE

BUILDING

PA

RK

IN

G

BU

IL

D

IN

G "C

BU

IL

D

IN

G B"

BU

IL

D

IN

G "A

BU

IL

D

IN

G D

BU

IL

D

IN

G E"

BU

IL

D

IN

G J"

BU

IL

D

IN

G "I

BU

IL

D

IN

G "H

BU

IL

D

IN

G "G

BU

IL

D

IN

G "F

WEST GUEST UNIT BUILDING

CONC. W

ALKW

AY

NOT INCLUDE ON

SCOPE OF WORK

AREA OF WORK FOR PHASE

2B TO BE FILED UNDER A

SEPARATE APPLICATION

AREA OF WORK FOR PHASE

2A TO BE FILED UNDER A

SEPARATE APPLICATION

NOT INCLUDE ON

SCOPE OF WORK

N O T

IN

CL

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SC

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O

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SCOPE OF WORK

NEW CONCRETE SITE WALL

- SEE PHASE 1A DRAWINGS

SCALE:

OVERALL SITE PLAN - PROPOSED

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 1B\24-14065-02\Dwgs\Sheets\Architectural\A003 OVERALL SITE PLAN - PROPOSED ; Plot Date: Monday, January 13, 2025 ,5:36:17 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 :

24-14065

DATE : 01/13/2025

/1

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SEE PHASE 1A DRAWINGS FOR CIVIL

AND ELECTRICAL WORK, THIS AREA

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EXISTING ROOF

AND COLUMNS TO

BE REMOVED.

FORMED GABLE

ABOVE TO BE

REMOVED

PARTIAL PART OF

WALL TO BE

REMOVED

PARTIAL PART OF

WALL TO BE

REMOVED

2'-1" 2'-1"

EXISTING ROOF

AND COLUMNS TO

BE REMOVED.

FORMED GABLE

ABOVE TO BE

REMOVED

PARTIAL PART OF

WALL TO BE

REMOVED

PARTIAL PART OF

WALL TO BE

REMOVED

2'-1" 2'-1"

EXISTING ROOF

AND COLUMNS TO

BE REMOVED.

PARTIAL PART OF

WALL TO BE

REMOVED

PARTIAL PART OF

WALL TO BE

REMOVED

FORMED GABLE

ABOVE TO BE

2'-1"2'-1"

8"

3 1/2"

1. U.N.O. ALL EXTERIOR CMU WALLS ARE DRAWN AT:

2. U.N.O. ALL FIRST OR SECOND FLOOR FRAMED

EXTERIOR WALLS ARE DRAWN AT: 3 1/2"

3. U.N.O. ALL INTERIOR FRAMED WALLS ARE DRAWN AT:

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. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL

HAVE WALLS, UNDER STAIR SURFACE AND ANY

SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"

GYPSUM BOARDS.

6. 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.

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.

SCALE:

EXISTING AND DEMO - FIRST FLOOR PLAN - BUILDING C

3/16"=1'-0"

SCALE:

EXISTING AND DEMO - FIRST FLOOR PLAN - BUILDING H

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\A101 EXISTING AND DEMOLITION FIRST AND SECOND FLOOR PLAN ; Plot Date: Monday, January 13, 2025 ,1:59:14 PM ; 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 :

24-14065

DATE : 01/13/2025

/1

/2

SCALE:

EXISTING AND DEMO - FIRST FLOOR PLAN - BUILDING A,B, D, E, F, G,I & J

3/16"=1'-0"

BUILDING "I" HAS THE FHA UNITS.

SEE PERMIT NUMBER BC-24-0315 DRAWING

PACKAGE

SCALE:

EXISTING SECOND FLOOR PLAN - ALL BUILDINGS

3/16"=1'-0"

PLAN NORTH

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G R A S S

UP

2'-8" 1'-9" 2'-8" 24'-4" 2'-8" 1'-9" 2'-8"

2'-8" 2'-8" 10'-2" 2'-8" 6'-2" 2'-8"6'-2"

38'-6"

NEW

COLUMNS

NEW

COLUMNS

NEW

COLUMNS

NEW

COLUMNS

38'-6"

A400

A

A401

B

A402

C

12'-9" 12'-9"

2'-8"2'-8"

12'-9"12'-9"

1 TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

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 TAVARES. 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.

3-COAT (7/8" MIN.

THICKNESS)

STUCCO SYSTEM

CMU COLUMN PER

STRUCTURAL

GROUT JOINT,

STRIKE FLUSH AT

COLUMN EXTERIOR

3-COAT (7/8" MIN.

THICKNESS)

STUCCO SYSTEM

CMU COLUMN PER

STRUCTURAL

GROUT JOINT,

STRIKE FLUSH AT

COLUMN EXTERIOR

1/4" BACKER ROD AND

SEALANT, TYP.

EXISTING EXTERIOR WALL

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 FIRST FLOOR - PROPOSED FLOOR PLAN ; Plot Date: Monday, January 13, 2025 ,2:51:15 AM; Plotted By: minelg

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Clermont, Florida 34711

888.850.FFAE (3323)

www.forefrontae.com

JOB # :

SHEET NUMBER :

24-14065

DATE : 01/13/2025

/1

/2

SCALE:

PROPOSED FIRST FLOOR PLAN - ALL BUILDINGS

1/4"=1'-0"

PLAN NORTH

SCALE:

COLUMN DETAIL (TYP.)

1/2"=1'-0"

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COLUMN DETAIL W/ WALL

1/2"=1'-0"

EXIST. ROOF

& COL.'S TO

BE REMOVED

EXIST. ROOF TO BE

REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

EXIST. ROOF &

COL.'S TO BE

REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

EXIST. ROOF

& COL.'S TO

BE REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

EXIST. ROOF TO BE

REMOVED

EXIST. ROOF

& COL.'S TO

BE REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

EXISTING ASPHALT

SHINGLES (TYP.)

EXISTING ASPHALT

SHINGLES (TYP.)

EXISTING ASPHALT

SHINGLES (TYP.)

EXISTING ASPHALT

SHINGLES (TYP.)

LEGEND

EXISTING - TO REMAIN

EXISTING ROOF TO BE REMOVED

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\A203 FRONT ELEVATIONS - EXISTING & DEMO ; Plot Date: Monday, January 13, 2025 ,2:51:21 AM; 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 :

24-14065

DATE : 01/13/2025

/1

/2

SCALE:

DEMOLITION - FRONT ELEVATION - BUILDINGS H

1/8"=1'-0"

SCALE:

DEMOLITION - FRONT ELEVATION - BUILDINGS B, D, G & I

1/8"=1'-0"

SCALE:

DEMOLITION - FRONT ELEVATION - BUILDING C

1/8"=1'-0"

SCALE:

DEMOLITION - FRONT ELEVATION - BUILDING A, E, F, & J

1/8"=1'-0"

SCALE:

EXISTING - FRONT ELEVATION - BUILDINGS B, D, G & I

1/8"=1'-0"

SCALE:

EXISTING - FRONT ELEVATION - BUILDING C

1/8"=1'-0"

SCALE:

EXISTING - FRONT ELEVATION - BUILDING A, E, F, & J

1/8"=1'-0"

SCALE:

EXISTING - FRONT ELEVATION - BUILDINGS H

1/8"=1'-0"

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REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

LEGEND

EXISTING - TO REMAIN

EXISTING ROOF TO BE REMOVED

PORTION OF EXISTING

EXTERIOR WALL TO BE

REMOVED

PORTION OF EXISTING

EXTERIOR WALL TO BE

REMOVED

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\A202 REAR ELEVATIONS - EXISTING & DEMO ; Plot Date: Monday, January 13, 2025 ,2:51:27 AM; 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 :

24-14065

DATE : 01/13/2025

/1

/2

SCALE:

EXISTING - REAR ELEVATION - BUILDINGS A, E, F & J

1/8"=1'-0"

SCALE:

EXISTING REAR ELEVATION - BUILDINGS B, D, G & I

1/8"=1'-0"

SCALE:

DEMOLITION - REAR ELEVATION - BUILDINGS A, E, F & J

1/8"=1'-0"

SCALE:

DEMOLITION - REAR ELEVATION - BUILDINGS B, D, G & I

1/8"=1'-0"

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THIS OPENING MAY

BE PRESENT IN

SOME BUILDINGS.

EXISTING ROOF

TO BE REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

FORMED GABLE TO BE

REMOVED

THIS OPENING MAY

BE PRESENT IN

SOME BUILDINGS.

EXIST. ROOF &

COL.'S TO BE

REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

FORMED GABLE TO BE

REMOVED

EXIST. ROOF &

COL.'S TO BE

REMOVED

THIS OPENING MAY

BE PRESENT IN

SOME BUILDINGS.

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

EXISTING ROOF

TO BE REMOVED

FORMED GABLE TO BE

REMOVED

LEGEND

EXISTING - TO REMAIN

EXISTING ROOF TO BE REMOVED

SCALE:

DEMOLITION LEFT ELEVATION - B, D, G, & I

1/8"=1'-0"

SCALE:

EXISTING LEFT ELEVATION - C

1/8"=1'-0"

SCALE:

EXISTING LEFT ELEVATION - A, E, F, & J

1/8"=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\A203 LEFT ELEVATIONS - EXISTING & DEMO ; Plot Date: Monday, January 13, 2025 ,2:51:32 AM; 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 :

24-14065

DATE : 01/13/2025

/1

/2

SCALE:

EXISTING LEFT ELEVATION - B, D, G, & I

1/8"=1'-0"

SCALE:

DEMOLITION - LEFT ELEVATION - A, E, F, & J

1/8"=1'-0"

SCALE:

DEMOLITION - LEFT ELEVATION - C

1/8"=1'-0"

SOME BUILDINGS.

EXIST. ROOF &

COL.'S TO BE

REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

FORMED GABLE TO BE

REMOVED

THIS OPENING MAY

BE PRESENT IN

SOME BUILDINGS.

EXISTING ROOF

TO BE REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

FORMED GABLE TO BE

REMOVED

THIS OPENING MAY

BE PRESENT IN

SOME BUILDINGS.

EXISTING ROOF

TO BE REMOVED

EXIST. ROOF &

COL.'S TO BE

REMOVED

REPLACE EXISTING

ASPHALT SHINGLES

WITH NEW METAL

ROOF (TYP.)

FORMED GABLE TO BE

REMOVED

LEGEND

EXISTING - TO REMAIN

EXISTING ROOF TO BE REMOVED

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\A204 RIGHT ELEVATIONS - EXISTING & DEMO ; Plot Date: Monday, January 13, 2025 ,2:51:38 AM; 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 :

24-14065

DATE : 01/13/2025

/1

/2

SCALE:

EXISTING - RIGHT ELEVATION - B, D, G, & I

1/8"=1'-0"

SCALE:

EXISTING - RIGHT ELEVATION - C

1/8"=1'-0"

SCALE:

EXISTING - RIGHT ELEVATION - A, E, F, H, & J

1/8"=1'-0"

SCALE:

DEMOLITION - RIGHT ELEVATION - B, D, G, & I

1/8"=1'-0"

SCALE:

DEMOLITION - RIGHT ELEVATION - C

1/8"=1'-0"

SCALE:

DEMOLITION - RIGHT ELEVATION - A, E, F, H, & J

1/8"=1'-0"

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16'-8 3/8" A.F.F.

EXISTING TOP BEARING

0'-0" A.F.F.

FIN. FLR.

17'-7 1/8" A.F.F.

BEAR. HGT.

18'-5 3/8" A.F.F.

BEAR. HGT.

21'-4 3/4" A.F.F.

BEAR. HGT.

FRONT ELEVATION - A

A205

A205

TYP.

TYP.

EXISTING

GUTTERS AND

SPOUTS TO BE

REPLACED -

FINISH TO

MATCH METAL

ROOFING (TYP.)

MAIN BODY OF BUILDING, UNLESS

OTHERWISE NOTED IS 3-COAT (7/8" MIN

THICKNESS) STUCCO SYSTEM

4" HARDIE PLANK - LAP SIDING -

PAINTED SW6522 (TYP.)

2"x4" ADHERED FOAM TRIM -

PAINTED SW7076 (TYP.)

WESTERN LOCK STANDING SEAM METAL

ROOFING - COLOR: NATURAL ZINC

METALLIC (TYP.)

EXTERNAL SCONE LIGHT- PER ELECTRICAL (TYP.)

ACCENT COLOR

ACCENT COLOR

ACCENT COLOR

STUCCO FINISH

COAT - TRIM PAINT

SW7076 (TYP.)

LIGHT FIXTURE PER

ELECTRICAL

3-COAT (7/8" MIN.

THICKNESS) STUCCO

SYSTEM - PAINT

SW7656 (TYP.)

BETWEEN THE

TRIMS: 3-COAT (7/8"

MIN. THICKNESS)

STUCCO SYSTEM -

PAINT SW6522 (TYP.)

PAINT CMU TO

MATCH BODY FINISH

(SW7656)

A205

A

16'-8 3/8" A.F.F.

EXISTING TOP BEARING

0'-0" A.F.F.

FIN. FLR.

17'-7 1/8" A.F.F.

BEAR. HGT.

18'-9 1/8" A.F.F.

BEAR. HGT.

NEW METAL

ROOF

NEW METAL ROOF TO

REPLACE EXIST.

SHINGLE ROOF

NEW METAL ROOF TO

REPLACE EXIST.

SHINGLE ROOF

EXISTING

GUTTERS AND

SPOUTS TO BE

REPLACED -

FINISH TO

MATCH METAL

ROOFING (TYP.)

MAIN BODY OF BUILDING, UNLESS

OTHERWISE NOTED IS 3-COAT (7/8" MIN

THICKNESS) STUCCO SYSTEM

4" HARDIE PLANK - LAP SIDING -

PAINTED SW6522 (TYP.)

2"x4" ADHERED FOAM TRIM -

PAINTED SW7076 (TYP.)

WESTERN LOCK STANDING SEAM METAL

ROOFING - COLOR: NATURAL ZINC

METALLIC (TYP.)

ACCENT COLOR

ACCENT COLOR

ACCENT COLOR

2'-0"

LIGHT FIXTURE PER

ELECTRICAL - NOTE:

AS OCCURS, SEE

ELEVATIONS

2"x4" ADHERED FOAM

TRIM (TYP.) - TRIM

PAINTED SW7076

SEALANT, ALL JOINTS

TYP.

GROUT JOINT,

STRIKE FLUSH AT

COLUMN EXTERIOR

CMU COLUMN PER

STRUCTURAL

3-COAT (7/8" MIN.

THICKNESS) STUCCO

SYSTEM

SEALANT, ALL SIDES

TYP.

ADHERED 6"x6" FOAM

CORBEL, SMOOTH

STUCCO FINISH,

PAINT SW7076

2"x4" ADHERED FOAM

TRIM (TYP.) - TRIM

PAINTED SW7076

SEALANT, ALL JOINTS

TYP.

WEEP SCREED

1/2" MIN.

COMPRESSIBLE

EXPANSION JOINT

CONCRETE

SIDEWALK WHERE

OCCURS

CONCRETE FOOTING

PER STRUCTURAL

VARIES - SEE ELEVATIONS

AND STRUCTURAL

2'-6"

CONTINUOUS SOFFIT VENT

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

STUCCO SYSTEM - PAINT

SW7656 (TYP.)

2x4 SPACER FRAMINGLVL BEAM PER STRUCTURAL

- NOTE: AS OCCURS SEE

ELEVATIONS

1/2" MIN. GYPSUM

SHEATHING

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 GUTTER,

FINISH TO MATCH

ROOFING

METAL DRIP EDGE

ADHERED 6"x6" FOAM CORBEL, SMOOTH STUCCO FINISH, PAINT

SW7076 - NOTE: AS OCCURS, SEE

ELEVATIONS

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

- ALL EXISTING SUPPORTING BRACKETS FROM BALCONY TO BE PAINTED: SHERWIN WILLIAMS - SW7076/CYBERSPACE

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\A205 FRONT AND REAR ELEVATIONS - PROPOSED - BLDG A C E F H J ; Plot Date: Monday, January 13, 2025 ,2:51:44 AM ; 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 :

24-14065

DATE : 01/13/2025

/1

/2

SCALE:

PROPOSED FRONT ELEVATION - BUILDING A, C, E, F, H & J

1/4"=1'-0"

SCALE:

PROPOSED REAR ELEVATION - BUILDING A, C, E, F, H & J

1/4"=1'-0"

REFERENCE

PHASE 1A SET OF DRAWINGS

FOR EXTERIOR LIGHTING

SPECIFICATIONS.

SCALE:

COLUMN DETAIL (TYP.)

3/8"=1'-0"

SCALE:

COLUMN SECTION CUT (TYP.)

3/8"=1'-0"

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EAVE AND CORBEL DETAIL (TYP.)

1/2"=1'-0"

SOME BUILDINGS.

0'-0" A.F.F.

FIN. FLR.

NEW METAL

ROOF

NEW METAL

ROOF

16'-8 3/8" A.F.F.

EXISTING TOP BEARING

0'-0" A.F.F.

FIN. FLR.

17'-7 1/8" A.F.F.

BEAR. HGT.

18'-9 1/8" A.F.F.

BEAR. HGT.

16'-8 3/8" A.F.F.

EXISTING TOP BEARING

17'-7 1/8" A.F.F.

BEAR. HGT.

18'-5 3/8" A.F.F.

BEAR. HGT.

21'-4 3/4" A.F.F.

BEAR. HGT.

EXISTING

GUTTERS AND

SPOUTS TO BE

REPLACED -

FINISH TO

MATCH METAL

ROOFING (TYP.)

ACCENT COLOR

THIS OPENING MAY

BE PRESENT IN

SOME BUILDINGS.

0'-0" A.F.F.

FIN. FLR.

NEW METAL

ROOF

NEW METAL

ROOF

16'-8 3/8" A.F.F.

EXISTING TOP BEARING

0'-0" A.F.F.

FIN. FLR.

17'-7 1/8" A.F.F.

BEAR. HGT.

18'-9 1/8" A.F.F.

BEAR. HGT.

16'-8 3/8" A.F.F.

EXISTING TOP BEARING

17'-7 1/8" A.F.F.

BEAR. HGT.

18'-5 3/8" A.F.F.

BEAR. HGT.

21'-4 3/4" A.F.F.

BEAR. HGT.

EXISTING

GUTTERS AND

SPOUTS TO BE

REPLACED -

FINISH TO

MATCH METAL

ROOFING (TYP.)

ACCENT COLOR

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

- ALL EXISTING SUPPORTING BRACKETS FROM BALCONY TO BE PAINTED: SHERWIN WILLIAMS - SW7076/CYBERSPACE

C FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY…