Attachment_D_-_Phase_1A_–_43-Efficiency_Studio_Apartment_Units.pdf
PDF 41 MB Posted
- Attached to
- Haven on Vine Renovation Project State and local contract opportunity
- Solicitation number
- RFP2025-010
- Issued by
- Polk County, Lake Harbor CDP, Florida
About this file
This file is an architectural and engineering set of detailed construction drawings for the Haven on Vine Renovation Project, involving the City of Kissimmee, Florida. The documents specifically cover Phase 1A of the project, which involves the comprehensive renovation of 43 existing hotel rooms into efficiency studio apartments, including three accessible units, located at 1815 West Vine Street. The drawings, prepared by Forefront Architecture & Engineering LLC, provide extensive technical specifications for electrical, structural, fire protection, and architectural modifications, with a focus on converting the former hotel into residential units. The plans are dated January 13, 2025, and include comprehensive details on electrical systems, fire sprinkler installations, building elevations, floor plans, and critical infrastructure improvements.
The project appears to be funded through multiple sources, potentially including American Rescue Funds, County and City funds, HOME Investment Partnerships American Rescue Plan, and Community Development Block Grant. The total estimated construction cost is approximately $4.0 million, with the renovation maintaining the existing building's basic structural footprint while extensively upgrading its systems and living spaces. The drawings indicate compliance with multiple building codes, including the Florida Building Code 2023, Florida Fire Prevention Code, and various national electrical and safety standards. The renovation will transform the space into low- and moderate-income housing, with careful attention to accessibility, safety, and modern residential standards.
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Text version
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H I G H W A Y 1 9 2
1815 W. VINE ST.
HAVEN ON VINE - PHASE 1A
STRUCTURALOWNER CIVIL ENGINEER 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.
= 34
ARCHITECTURAL SYMBOLS
# SECTION INDICATOR
SHEET NUMBER
# DETAIL NUMBER
SHEET NUMBER
REFERENCE NUMBER
REVISION NUMBER
REFER TO TITLE SHEET
RENOVATION OF 43 EXISTING HOTEL ROOMS INTO 43
EFFICIENCY STYLE APARTMENT UNITS INCLUDING 3
ACCESSIBLE UNITS, AS WELL AS RENOVATIONS (EXTERIOR AND
INTERIOR) TO THE NEW FRONT OFFICE (FORMER HOTEL
LOBBY) IN PHASE 1A.
R - 2
V - B
THIS PROJECT MUST COMPLY WITH THE FOLLOWING CODES:
FLORIDA BUILDING CODE - EXISTING BUILDING 8TH EDITION 2023
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.
SPRINKLER
EXISTING FLOOR PLAN AREA
NAME AREA SPACE
EXISTING FIRST FLOOR
SCALE:
SITE LOCATION
N/A
SCALE:
WEST BUILDING (43 UNITS)
N/A
SCALE:
VICINITY MAP
N/A
Cabral Egineering Inc.
SCALE:
MAP
N/A
MAIN OFFICE
9983 SQ FT
668 SQ FT CONDITIONED
EXISTING SECOND FLOOR 10176 SQ FT
TOTAL 20827 SQ FT
NO ADDITIONAL
SQUARE FOOTAGE
ADDED
SHEET LIST TABLE
SHEET
SHEET TITLE Rev_no Rev_Date
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 FIRST FLOOR - LIFE SAFETY PLAN 0 00/00/00
A005 SECOND FLOOR - LIFE SAFETY PLAN 0 00/00/00
A100 FIRST FLOOR - EXISTING FLOOR PLAN 0 00/00/00
A101 SECOND FLOOR - EXISTING FLOOR PLAN 0 00/00/00
A102 FIRST FLOOR - DEMOLITION FLOOR PLAN 0 00/00/00
A103 SECOND FLOOR - DEMOLITION FLOOR PLAN 0 00/00/00
A104 ENLARGED PLANS - EXISTING AND DEMOLITION 0 00/00/00
A105 ENLARGED PLANS - EXISTING AND DEMOLITION 0 00/00/00
A106 FIRST FLOOR - PROPOSED FLOOR PLAN 0 00/00/00
A107 SECOND FLOOR - PROPOSED FLOOR PLAN 0 00/00/00
A200 MAIN OFFICE - ENLARGED PROPOSED PLAN 0 00/00/00
A201 STUDIO APARTMENT - ENLARGED PROPOSED PLAN 0 00/00/00
A202 LAUNDRY - ENLARGED PROPOSED PLAN 0 00/00/00
A203 ENLARGED PLAN - REFLECTED CEILING 0 00/00/00
A300 MAIN OFFICE - ENLARGED & INTERIOR ELEVATIONS 0 00/00/00
A301 MAIN OFFICE BATHROOM - ENLARGED & ELEVATIONS 0 00/00/00
A302 KITCHENETTE & UNIT BATHS - ENLARGED & ELEVATIONS 0 00/00/00
A303 KITCHENETTE & UNIT BATHS - ENLARGED & ELEVATIONS
- FHA
0 00/00/00
A304 ELEVATIONS - EXISTING 0 00/00/00
A305 ELEVATIONS - PROPOSED 0 00/00/00
A400 ROOF PLAN - EXISTING 0 00/00/00
A401 ROOF PLAN - PROPOSED 0 00/00/00
A500
PERIMETER FENCE, SIDEWALK AND LIGHT EQUIPMENT
0 00/00/00
A600 STUDIO APART. - DOOR AND WINDOW SCHEDULES AND
ELEVATIONS
0 00/00/00
A601 MAIN OFFICE - DOOR AND WINDOW SCHEDULES AND
ELEVATIONS
0 00/00/00
S001 STRUCTURAL GENERAL NOTES
0 00/00/00
S002 STRUCTURAL GENERAL NOTES
0 00/00/00
S100 FOUNDATION - PROPOSED FLOOR PLAN
0 00/00/00
S300
0 00/00/00
0 00/00/00
0 00/00/00SD100 CHARTS & SCHEDULES
0 00/00/00SD200 FOUNDATION DETAILS
0 00/00/00SD300 FRAMINING DETAILS - ROOF
0 00/00/00
PHASE 1A -
9983 SQ FT
PROPOSED FIRST FLOOR
PLAN AREA
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\24-13596-02\Dwgs\Sheets\Architectural\A000 COVER SHEET ; Plot Date: Tuesday, January 14, 2025 ,1:52:19 PM ; Plotted By: minelg
JO
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ISSUE - REVISION LOG
AR102538 - CA30900
H A V E N
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A
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1230 Oakley Seaver Drive, Suite 100
Clermont, Florida 34711
888.850.FFAE (3323)
www.forefrontae.com
JOB # :
SHEET NUMBER :
24-13596
DATE : 01/13/2025
/1
/2
FS100 MECHANICAL LEGENDS, ABBREVIATION AND INDEX
0 00/00/00FS101 FIRE SPRINKLER SPECIFICATIONS
FS200 FIRE SPRINKLER PLAN - 1ST FLOOR
FS201 FIRE SPRINKLER PLAN - 2ND FLOOR
FS300 FIRE SPRINKLER DETAILS
FS301 FIRE PENETRATION DETAILS
FS302 FIRE PENETRATION DETAILS
E001 ELECTRICAL - GENERAL
E010 ELECTRICAL DEMOLITION PLANS
E101 ELECTRICAL AND TELECOMMUNICATIONS SITE PLAN
E201 NEW ELECTRICAL PLAN - 1ST FLOOR
E202 NEW ELECTRICAL PLAN - 2ND FLOOR
E203 ENLARGED ELECTRICAL PLANS
E801 ELECTRICAL SCHEDULES AND DIAGRAMS
E802 ELECTRICAL SCHEDULES AND DIAGRAMS
E901 ELECTRICAL DETAILS
E902 ELECTRICAL DETAILS
P100 PLUMBING LEGENDS, ABBREVIATIONS AND INDEX
P101 PLUMBING SPECIFICATIONS
P200 PLUMBING OVERALL PLAN - 1ST FLOOR
P201 PLUMBING OVERALL PLAN - 2ND FLOOR
P300 PLUMBING ENLARGE PLAN - SANITARY/WATER
P301
P400 PLUMBING FIXTURE SCHEDULE
P500 PLUMBING DETAILS
P600 FIRE PENETRATION DETAILS
P601 FIRE PENETRATION DETAILS
M100 MECHANICAL LEGENDS, ABBREVIATIONS AND INDEX
M101 MECHANICAL SPECIFICATIONS
M200 MECHANICAL OVERALL PLAN - 1ST FLOOR
M201 MECHANICAL OVERALL PLAN - 2ND FLOOR
M300 MECHANICAL ENLARGE PLAN - DUCTWORK/PIPING
M301 MECHANICAL ENLARGE PLAN - DUCTWORK/PIPING
M400 MECHANICAL EQUIPMENT SCHEDULE
M500 MECHANICAL DETAILS
M501 MECHANICAL DETAILS
M600 FIRE PENETRATION DETAILS
M601 FIRE PENETRATION 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
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
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
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
0 00/00/00
0 00/00/00
0 00/00/00
0 00/00/00
A700
MAIN OFFICE - BUILDING SECTION
ROOF FRAMING - PROPOSED FLOOR PLAN
REVISION TABLE
REV #
REV
DATE
REV DESCRIPTION
A501 0 00/00/00
A502 0 00/00/00MAIN OFFICE - ENLARGED BUILDING SECTION DETAILS
0 00/00/00
A703
0 00/00/00
A701
0 00/00/00
A702
FDOT STANDARDS
FDOT STANDARDS
FDOT STANDARDS
MAIN OFFICE - ENLARGED BUILDING SECTION DETAILS
C
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C100 COVER SHEET 0 00/00/00
C200 NON-CIVIL UTILITY COORDINATION PLAN 0 00/00/00
C300 WATER UTILITY 0 00/00/00
C400 TOHO WATER AUTHORITY GENERAL NOTES 0 00/00/00
C500 TOHO WATER AUTHORITY DETAILS 0 00/00/00
S200 SECOND FLOOR FRAMING PLAN 0 00/00/00
FS202 FIRE SPRINKLER ATTIC PLAN 0 00/00/00
E803 ELV DIAGRAMS AND ELEVATIONS 0 00/00/00
PLUMBING ENLARGE PLAN - SANITARY/WATER
P302 0 00/00/00PLUMBING RISER DIAGRAM - SANITARY/WATER
P303 0 00/00/00PLUMBING RISER DIAGRAM - SANITARY/WATER
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\24-13596-02\Dwgs\Sheets\Architectural\A001 GENERAL NOTES ; Plot Date: Friday, January 10, 2025 ,1:51:09 PM ; Plotted By: minelg
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H A V E N
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1230 Oakley Seaver Drive, Suite 100
Clermont, Florida 34711
888.850.FFAE (3323)
www.forefrontae.com
JOB # :
SHEET NUMBER :
24-13596
DATE : 01/13/2025
/1
/2
NOT IN 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
N O T
IN
S
CO
PE
O F
W O
RK
AREA OF WORK FOR PHASE
1B TO BE FILED UNDER A
SEPARATE APPLICATION
AREA OF WORK FOR PHASE
2B TO BE FILED UNDER A
SEPARATE APPLICATION
NOT IN SCOPE OF
WORK
NOT IN SCOPE OF
WORK
NOT IN SCOPE OF
WORK
BR
O N
SO
N D r.
BR
O N
SO
N D r.
H O
LL
YW
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
N
IT
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 IN SCOPE OF
WORK
NOT IN SCOPE
OF WORK
SITE PLAN LEGEND
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\24-13596-02\Dwgs\Sheets\Architectural\A002 OVERALL SITE PLAN- EXISITING ; Plot Date: Friday, January 10, 2025 ,1:51:13 PM ; Plotted By: minelg
JO
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AR102538 - CA30900
H A V E N
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IN
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M E E F L
S E A L
M A R K
D A T E
D E S C R
IP
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N
1230 Oakley Seaver Drive, Suite 100
Clermont, Florida 34711
888.850.FFAE (3323)
www.forefrontae.com
JOB # :
SHEET NUMBER :
24-13596
DATE : 01/13/2025
SCALE:
OVERALL SITE PLAN-EXISTING
1/32"=1'-0"
/1
/2
PLAN NORTH
EXISTING
POOL
BR
O N
SO
N D r.
BR
O N
SO
N D r.
H O
LL
YW
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
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
N
AREA OF WORK FOR PHASE
2B TO BE FILED UNDER A
SEPARATE APPLICATION
AREA OF WORK FOR PHASE
1B TO BE FILED UNDER A
SEPARATE APPLICATION
N
AREA OF WORK FOR PHASE
2B TO BE FILED UNDER A
SEPARATE APPLICATION
NOT INCLUDE ON
SCOPE OF WORK
NOT INCLUDE ON
SCOPE OF WORK
NOT INCLUDE ON
SCOPE OF WORK
NOT INCLUDE ON
SCOPE OF WORK
SEE ENLARGED PLAN IN
SHEET A003
NOT IN SCOPE
LEGEND
M A
IN
T A
IN
L E V E L
T .O
.W
3'-0"
1" CHAMFER TYP.
8" POURED IN PLACE
CONCRETE WALL
#5 @ 24" O.C.
GRADE
3 #5 CONTINUOUS
ALIGN EDGE OF WALL
WITH EDGE OF BUILDING
" 17'-4"
30'-4"
5'-2 "R
'-4
EXISTING CURB CUT
AND APRON
8" POURED IN PLACE
CONCRETE WALL 36"
HEIGHT.
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\24-13596-02\Dwgs\Sheets\Architectural\A003 OVERALL SITE PLAN- PROPOSED ; Plot Date: Monday, January 13, 2025 ,5:17:56 PM; Plotted By: minelg
JO
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AR102538 - CA30900
H A V E N
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W
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IN
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T R
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IS
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M E E F L
S E A L
M A R K
D A T E
D E S C R
IP
T
IO
N
1230 Oakley Seaver Drive, Suite 100
Clermont, Florida 34711
888.850.FFAE (3323)
www.forefrontae.com
JOB # :
SHEET NUMBER :
24-13596
DATE : 01/13/2025
SCALE:
OVERALL SITE PLAN- PROPOSED
1/32"=1'-0"
/1
/2
PLAN NORTH
SCALE:
PLAN VIEW OF TYP. CONCRETE SITE WALL
1/2"=1'-0"
A
SCALE:
ENLARGED SITE PLAN- PROPOSED
1/4"=1'-0"
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, TYPE 'K' EXTINGUISHER.
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 K
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 APPORTIONED OCCUPANT LOAD CALCULATED
TO PASS THROUGH THIS OPENING (OCCUPANCY LOAD
FOR EACH SPACE PLUS HALLWAYS OCCUPANCY LOAD)
XX"
XX
XX
W H
W H
WH WHWH WHWH WH WH WH WH WH
W H
W H
W H
W H
WH WHWH
E-11
E-07
S-01
S-01
E-05
TRAVEL
PATH
24' (TYP)
S-01
E-02
MERGE
P02 & P01
MERGE
P03 & P01
MERGE
P04 & P01
TRAVEL
PATH
52'
TRAVEL
PATH
52'
TRAVEL
PATH
45'
TRAVEL
PATH
33'
TRAVEL
PATH
26' TRAVEL
PATH
44'
TRAVEL
PATH
138'
S-01
S-02 S-03
S-04
S-05
S-07
S-31
S-08
MERGE
P06 & P01
MERGE
P05 & P06
MERGE
P07 & P06
E-01
MERGE
P30 & P21
E-03
SDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
S-01
E-10
E-09
E-04
E-06
E-08
217 SF
OCCUPANTS 2
1452 SF
OCCUPANTS 10
67 SF
OCCUPANTS 1
TRAVEL
PATH
48'
TRAVEL
PATH
15'
TRAVEL
PATH
12'
TRAVEL
PATH
46'
NOTE: THIS IS A
TYPICAL TRAVEL
PATH FOR ALL
STUDIO UNITS TO
INCLUDE FHA.
W M A
34"
W M A
56"
W M A
46"
W M A
56"
W M A
52"
W M A
46"
W M A
34"
2118 SF
OCCUPANTS 2
W M A
46"
W M A
34"
218 SF
OCCUPANTS 2
W M A
46"
W M A
34"
121 SF
OCCUPANTS 1
EXISTING
GATE
SD
OCCUPANCY CLASSIFICATION AND LOAD - FIRST FLOOR PLAN
(FBC TABLE 1004.5))
FUNCTION OF SPACE HATCH
MANAGER'S OFFICE, ASSIT.
MANAGER'S OFFICE, CONFERENCE
ROOM, RESIDENT'S BUS. OFFICE,
RECEPTION, MULTI-PURPOSE
ROOM, AND ACCESSORY STORAGE
FUNCTION OF SPACE
OCCUPANCY CATEGORY
S.F. OCCUPANT LOAD
FACTOR
NUMBER OF
OCCUPANTS
STUDIO UNITS 100-118 (TYP.)
LAUNDRY ROOM # 1
LAUNDRY ROOM # 2
FIRE RISER ROOM
B - BUSINESS
(WITH AN ACCESSORY
STORAGE)
R2 - RESIDENTIAL
B - BUSINESS
S1 - MODERATE
HAZARD STORAGE
150 GROSS
(ACCESSORY STORAGE
@ 300 GROSS)
200 GROSS
50 GROSS
(FBC 1004.8)
300 GROSS
MAIN OFFICE PLUMBING FIXTURES (FBC TABLE 2902.1)
BUSINESS GROUP B
OCCUPANTS = 10 PLUS 1
TOTAL FIXTURES
REQUIRED
MALE FEMALE TOTAL FIXTURES
PROVIDED
OCCUPANT LOAD
WATER CLOSET (1/25) REQUIRED
LAVATORY (1/40) REQUIRED
DRINKING
FOUNTAIN (1/100) REQUIRED
SERVICE SINK LESS THAN 15
O.L. NOT REQUIRED
WATER CLOSET
LAVATORY
DRINKING FOUNTAIN
0.11
1 1
1 1
0.24
0.15
0.2
0.125
MALE FEMALE
/1
/2
SCALE:
FIRST FLOOR - PROPOSED LIFE SAFETY PLAN
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\24-13596-02\Dwgs\Sheets\Architectural\A004 FIRST FLOOR - LIFE SAFETY PLAN ; Plot Date: Friday, January 10, 2025 ,1:51:23 PM; Plotted By: minelg
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AR102538 - CA30900
H A V E N
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M E E F L
S E A L
M A R K
D A T E
D E S C R
IP
T
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N
1230 Oakley Seaver Drive, Suite 100
Clermont, Florida 34711
888.850.FFAE (3323)
www.forefrontae.com
JOB # :
SHEET NUMBER :
24-13596
DATE : 01/13/2025
W H
W H
W H
W H
WH WH WH WH WH WH WH WH
W H
W H
W H
W H
WH WH WH WH WH
WH WH WH
E-04
S-22 S-23 S-24 S-25S-21
MERGE
P22 & P17
MERGE
P21 & P22
TRAVEL
PATH
190'
MERGE
P24 & P23
MERGE
P25 & P23
TRAVEL
PATH
219'
TRAVEL
PATH
198'
TRAVEL
PATH
193'
OPEN TO
BELOW
E-01
E-02
TRAVEL
PATH
195'
S-01 MERGE
P1 & P11
MERGE
P8 & P11
S-02
S-03
S-04
S-05
S-06 S-07 S-08 S-09 S-10 S-11 S-12 S-13 S-14 S-15 S-16
S-17
S-18
S-19
S-20
E-03
MERGE
P2 & P11
MERGE
P3 & P11
MERGE
P4 & P11
MERGE
P6 & P7
TRAVEL
PATH
56'
TRAVEL
PATH
77'
TRAVEL
PATH
81'
TRAVEL
PATH
101'
TRAVEL
PATH
135'
TRAVEL
PATH
117'
TRAVEL
PATH
113'
TRAVEL
PATH
124'
TRAVEL
PATH
128'
TRAVEL
PATH
149'
MERGE
P9 & P11
MERGE
P10 & P11
TRAVEL
PATH
154'
MERGE
P13 & P12
MERGE
P14 & P12
MERGE
P15 & P12
MERGE
P16 & P12
TRAVEL
PATH
106'
TRAVEL
PATH
102'
TRAVEL
PATH
81'
TRAVEL
PATH
76'
TRAVEL
PATH
56'
MERGE
P18 & P17
MERGE
P19 & P17
TRAVEL
PATH
175'
TRAVEL
PATH
170'
TRAVEL
PATH
150'
MERGE
P20 & P17
S-21
TRAVEL
PATH
69'
TRAVEL
PATH
181'
SDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD SDSD SD
W M A
46"
W M A
46"
W M A
46"
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, TYPE 'K' EXTINGUISHER.
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 K
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 APPORTIONED OCCUPANT LOAD CALCULATED
TO PASS THROUGH THIS OPENING (OCCUPANCY LOAD
FOR EACH SPACE PLUS HALLWAYS OCCUPANCY LOAD)
XX"
XX
XX
/1
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SCALE:
SECOND FLOOR - PROPOSED LIFE SAFETY PLAN
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\24-13596-02\Dwgs\Sheets\Architectural\A005 SECOND FLOOR - LIFE SAFETY PLAN ; Plot Date: Friday, January 10, 2025 ,1:51:31 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 :
24-13596
ENGINEERING, INC.
HIGHLAND
jeffbanker JB Seal
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.
WH
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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\24-13596-02\Dwgs\Sheets\Architectural\A100 FIRST FLOOR - EXISTING FLOOR PLAN ; Plot Date: Friday, January 10, 2025 ,1:51:38 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 :
24-13596
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.
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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\24-13596-02\Dwgs\Sheets\Architectural\A101 SECOND FLOOR - EXISTING FLOOR PLAN ; Plot Date: Friday, January 10, 2025 ,1:51:47 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 :
24-13596
WH
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2B
2C
2C
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2B
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2B
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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 UTILITY 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.
DEMOLITION PLAN LEGEND
TO REMAIN - EXISTING WALL
REMOVE WALL
TO REMAIN - EXISTING WINDOW
REMOVE WINDOW
REMOVE HINGED DOOR
DEMOLITION KEYNOTES
2A - REMOVE EXISTING WALL
2B - REMOVE EXISTING DOOR
2C -
REMOVE EXISTING WINDOW AND THRU-WALL
MECHANICAL UNIT BELOW
2M -
VERIFY IN FIELD IF EXISTING WALLS ABOVE ARE LOAD
BEARING PRIOR TO DEMOLITION OF EXISTING WALL BELOW
SCALE:
FIRST FLOOR - DEMOLITION FLOOR PLAN
1/8"=1'-0"
/1
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C FOREFRONT ARCHITECTURE &…
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File details come from the government source that posted it. Updated .