Exhibit_H-_Ocean_Center_Kitchen_Daytona_Beach_100.pdf
PDF 1 MB Posted
- Attached to
- Daytona Beach Ocean Center Kitchen Renovation
- Solicitation number
- 26-P-126JD, C2096
- Issued by
- Volusia County, Florida
About this file
Ocean Center Kitchen Renovation - Exhibit H Construction Documents
This file comprises architectural and engineering construction documents for the Ocean Center Commercial Kitchen Renovation Project in Daytona Beach, Florida, prepared by SGM Engineering, Inc. The documents serve as exhibit materials supporting the general contractor RFP for kitchen renovation services. The project involves comprehensive renovation of the Ocean Center's commercial kitchen facility, including demolition of existing flooring, wall finishes, and ceiling systems; installation of new finishes such as epoxy coatings, fiberglass-reinforced panels (FRP), stainless steel sheets, and painted surfaces; and coordination of mechanical, electrical, plumbing, and fire protection systems. The construction documents include general notes, abbreviations and symbols reference, demolition plans, proposed floor plans, reflected ceiling plans, and finish plans at 1/8" = 1'-0" scale. All work must comply with Florida Building Code, Florida Fire Prevention Code, NFPA standards, and OSHA regulations, with the general contractor required to hold a current Florida license. The contractor is responsible for site verification, coordination of all trades, dust control, safety planning around school operations, and restoration of any areas damaged during construction to "like new" condition.
The construction documents establish comprehensive requirements for contractor performance, including verification of all existing conditions and dimensions prior to bidding, coordination with the architect for any discrepancies, and strict adherence to manufacturer specifications for all installed materials and equipment. Work is classified as Assembly Group A-2 occupancy with specific life safety requirements, including maximum travel distances of 250 feet and provisions for emergency lighting, exit signage, fire suppression systems, and smoke detection. The contractor must schedule work to avoid interruption of school operations, implement temporary barriers with minimum 10-foot separation from occupied areas, maintain stabilized vehicular access, and provide GPR scanning for underground conduits with hand-digging requirements. The documents mandate that all work remain in compliance with fire protection standards, with notification required to Miami-Dade County Public Schools prior to disconnection of any fire suppression or detection systems, and building evacuation or approved fire watch procedures if systems are out of service for more than four hours in a 24-hour period.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
GENERAL NOTES
PROJECT NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE
CODES. ENGINEERING SHALL CONFORM WITH ALL APPLICABLE MUNICIPAL, STATE AND FEDERAL
REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY STANDARDS AND ADA
REQUIREMENTS.
CONTRACTOR NOT TO START WORK WITHOUT INSPECTING THE SITE AND CONTACTING THE
OWNER AND A/E OF ANY DEVIATIONS FROM ORIGINAL SCOPE. THE CONTRACTOR IS TO STOP
WORK IF MORE DAMAGE IS FOUND THAN WHAT IS SPECIFIED IN THE CONSTRUCTION DOCUMENTS
AND MUST INFORM THE OWNER AND A/E.
I. GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL BE LICENSED IN THE STATE OF FLORIDA.
2. THE GENERAL CONTRACTOR SHALL VERIFY SITE EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO BIDDING. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPORT TO THE
ARCHITECT ANY DISCREPANCY IN SUFFICIENT TIME FOR HIS REVIEW AND CONSIDERATION BEFORE
TO PROCEEDING WITH THE WORK. NO ADDITIONAL COMPENSATION WILL BE PROVIDED TO THE
CONTRACTOR FOR ANY EXPENSE DUE TO THE LACK OF EXAMINATION OR FAILURE TO DISCOVER
CONDITIONS WHICH AFFECT HIS WORK.
3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THE CONSTRUCTION
MANAGER TO PROVIDE ALL SUBCONTRACTORS WITH ALL NECESSARY INFORMATION AS
PROVIDED. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL
NOTES, ABBREVIATIONS AND SYMBOLS. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO
RELATED BUILDING COMPONENTS. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS
AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE
APPLIED ON RELATED DRAWINGS AND DETAILS.
4. THE CONTRACTOR SHALL RESTORE TO EXISTING CONDITIONS ALL AFFECTED AREAS TO THE
ARCHITECT'S AND OWNER'S SATISFACTION. CONTRACTOR SHALL REMOVE AND/OR PROTECT
EXISTING FINISHES TO REMAIN AS REQUIRED.
5. THE GENERAL CONTRACTOR SHALL COORDINATE WORK OF ALL THE TRADES INCLUDING
ASSISTING WITH THE SCHEDULING OF WORK UNDER SEPARATE CONTRACTS.
6. ALL CONFLICTS WITH THE CONSTRUCTION DOCUMENTS SHALL BE NOTIFIED BY THE GENERAL
CONTRACTOR TO THE ARCHITECT AND REQUEST ADDITIONAL INFORMATION IN WRITING.
7. ARCHITECT IS NOT RESPONSIBLE FOR ANY CHANGES OR ADDITIONS TO THE WORK UNLESS
AUTHORIZED BY THE ARCHITECT AND CLIENT IN WRITING.
8. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS
AND PROJECT SPECIFICATIONS.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF
WALLS IN THE SPACE.
10. THE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ARE OF EQUAL
IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE WORK OF THE CONTRACT
DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH
THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL
AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL
DRAWINGS AND THE ENGINEERING DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER
INSTALLATION. IT SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION
PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE
ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS
EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT.
11. DURING THE ENTIRE CONSTRUCTION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE
TO MAINTAIN CONDITIONS AT THE JOB SITE MEETING ALL REQUIREMENTS FOR OCCUPATIONAL
SAFETY AND HEALTH ACT, OSHA. THIS APPLIES TO ALL CONTRACTOR'S EMPLOYEES AND ALL
OTHER PERSONS WORKING OR VISITING THE SITE.
12. THE GENERAL CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED DUE TO
CONSTRUCTION ACTIVITIES.
13. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE. THE
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED
FOR CLARIFICATION BEFORE COMMENCING THE WORK. EXPLICIT DIMENSIONS SHALL HAVE
PRECEDENCE OVER SCALE.
14. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC
DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT
BEFORE PROCEEDING WITH THE WORK.
15. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE FLOOR, UNLESS OTHERWISE NOTED.
IV. MISCELLANEOUS NOTES
1. ALL BASE BUILDING INTERIOR PARTITIONS SHALL WITHSTAND MINIMUM INWARD AND OUTWARD
ACTING PRESSURES OF 5 PSF.
2. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID
MOLECULAR BREAKDOWN.
3. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR
MECHANICAL EQUIPMENT. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE
REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING.
4. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF THE VARIOUS TRADES, CONSULT
THE ARCHITECT BEFORE PROCEEDING WITH WORK.
5. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL AND
INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND INSTALLATION, REVIEW WITH
ARCHITECT PRIOR TO PROCEEDING.
6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STIFFENERS, BRACINGS, BACKING PLATES
AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER INSTALLATION OF ALL CASEWORK, AS
WELL AS ALL WALL-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL AND/OR MISCELLANEOUS
EQUIPMENT WHETHER SHOWN OR NOT, INCLUDING ITEMS.
7. WHETHER OR NOT EXPLICITLY INDICATED, ALL GLAZING SHALL BE SAFETY GLAZED WHEN WITHIN 18" (450MM) OF THE FLOOR OR WITHIN 3'-0" (900MM) HORIZONTAL DISTANCE FROM ANY DOOR. A CERTIFICATE MUST ACCOMPANY ALL GLAZING PRODUCTS STATING THAT THE PRODUCTS CONFORM
WITH APPLICABLE CONSUMER PRODUCT SAFETY STANDARDS.
8. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, LOUVERS, EXPOSED PIPING, CONDUITS, ETC.
SHALL BE FINISHED WITH INDUSTRIAL ENAMEL PAINT AND COLOR CODED AND/OR AS DIRECTED.
9. ALL RECESSED CABINETS, PANELS, BOXES LOCATED IN FIRE- RATED WALLS SHALL BE INSTALLED
AND TO MAINTAIN THE FIRE-RATED CONSTRUCTION.
10. ALL ARCHITECTURAL WOODWORK/PANELING SHALL BE TREATED WITH MATERIALS COMPLYING
WITH APPLICABLE FLAME SPREAD AND SMOKE DEVELOPMENT RATING REQUIREMENTS. ALL WOOD
USED IN BACKING AND BLOCKING SHALL BE FIRE RETARDANT TREATED.
11. BUILDING MAINTENANCE IN ACCORDANCE WITH ALL APPLICABLE CODES.
II. DIMENSIONING
1. NEW PARTITIONS ARE DIMENSIONED TO THE UNFINISHED FACE OF NEW WALLS OR FINISHED
FACE OF EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE.
2. ALL DIMENSION SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK. THE
ARCHITECT SHALL BE NOTIFIED OF ANY CORRECTION.
3. DOOR OPENINGS ARE GENERALLY DIMENSIONED TO CLEAR OPENING. DOOR OPENINGS THAT
ARE NOT DIMENSIONALLY LOCATED ARE TO BE CENTERED BETWEEN WALLS OR POSITIONED WITH ONE JAMB AGAINST AN ADJACENT WALL OR COLUMN AS SHOWN ON THE PLANS AND/OR DETERMINED
FOR THE DETAILS.
4. WHEN UN DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE
DOOR WIDTH AND DOOR FRAME DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND
FRAMES.
5. ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH ALL OF THE WORK OF ALL
TRADES.
III. MECHANICAL AND ELECTRICAL AREAS
1. ALL WALLS BETWEEN MECHANICAL OR ELECTRICAL SPACES AND INTERIOR SPACES SHALL BE ACOUSTICALLY ISOLATED FROM THE INTERIOR SPACES AND SHALL MAINTAIN A MINIMUM STC RATING
OF 52.
2. GENERAL CONTRACTOR TO COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR, ROOF AND WALL SLEEVES AND ALL MECHANICAL SHAFTS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS.
3. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR'S DRAWINGS AND
MANUFACTURER'S TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT
SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, ETC. ALL ITEMS FOR
COMPLETE INSTALLATION SHALL BE INCLUDED WETHER OR NOT IS SHOWN ON DETAILS.
4. FIRE DAMPERS SHALL BE PROVIDED AS SHOWN AND WHEREVER AIR DUCT PENETRATE FIRE-
RATED WALLS OR CEILINGS. FIRE DAMPERS SHALL BE UL LISTED AND APPROVED.
16. ANY DETAILS, SYSTEMS, MATERIALS, (I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC.)
WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE REVIEWED BY THE OWNER, ARCHITECT
AND GENERAL CONTRACTOR PRIOR TO THE PREPARATION OF SHOP DRAWINGS.
DRAWING
1A
45925C
B
A
8D
118'-6"
LEVEL 2
LEVEL 2
118'-6"
TRUE NORTH
GB3
ROOM NAME
4-309
SHEET NUMBER
PLAN OR DETAIL
DESIGNATION
SHEET NUMBER
SECTION
DESIGNATION
A10-01
DATUM POINT
KEY NOTE
BREAK LINE
DRAWING TITLE
SEE 1D/A04-09
INTERIOR ELEVATION TAG
SHEET NUMBER
SHEET NUMBER
SYMBOLS LEGEND
PARTITION TAG
DOOR NUMBER TAG
EQUIPMENT AND FURNITURE TAG
WINDOW TYPE TAG
DRAWING REVISIONS
TOILET ACCESSORY TAG
WINDOW TYPE
SHEET GROUP
DISCIPLINE CODE
COLUMN SYMBOL &
GRID LINES
GRAPHIC SCALE
ROOM NAME & NUMBER TAG
NORTH ARROW
SPOT ELEVATION
VERTICAL ELEVATION
SHEET NUMBER ON
WHICH CONTINUATION
IS FOUND
MATCH LINE
PARTIAL PLAN & DETAIL TAG
SECTION TAG
FHCFHC
FIRE HOSE CABINET
FECFEC
FIRE EXTINGUISHER CABINET
(RECESSED AND SURFACE MOUNTED)
(RECESSED AND SURFACE MOUNTED)
ELEVATION
DESIGNATION
SHEET NUMBER
EXTERIOR ELEVATION TAG
EXISTING DOOR & FRAME
DOOR NUMBER -
USE ROOM NUMBER
WITH DOOR MARK
SHEET NUMBER
ELEVATION
DESIGNATION
FD
FLOOR DRAIN
1/4" = 1'-0"
SCALE: 1" = 4'-0"
0 2' 4' 8'
REVISION NUMBER
TITLE
SCALE
B
PLAN OR DETAIL
DESIGNATION
PARTITION TYPE
A-100
A-100
A-100
A-100
ABBREVIATIONS LEGEND
ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION
ABOVE FINISHED FLOOR
ADJACENT
AIR HANDLING UNIT
AMERICANS WITH DISABILITIES ACT
APPROXIMATE
ARCHITECTURAL
AREA DRAIN
BACK TO BACK
BOTTOM OF
CABINET UNIT HEATER
CATCH BASIN
CENTERLINE
CENTER TO CENTER
CLASSROOM*
CLEANOUT
CLOSED CIRCUIT TELEVISION
CLOSET*
COLUMN
COMMUNICATION*
CONCRETE
CONCRETE MASONRY UNIT
CONFERENCE CONF*
CONTINUOUS
CONTROL JOINT
CORRIDOR*
CUBIC
CUSTODIAN*
DEGREE
DEMOLISH, DEMOLITION
DEPARTMENT DEPT*
DIAGONAL
DIAMETER
DIMENSION
DOUBLE
DOWNSPOUT
DRINKING FOUNTAIN
EACH
EDGE OF SLAB
ELECTRIC(AL)
ELECTRIC WATER COOLER
ELEVATION
ELEVATOR ELEV*
ENCLOSURE
EQUAL
EQUIPMENT
EXHAUST
EXISTING
EXPANSION JOINT
EXPOSED
EXTERIOR
FACE OF
FACE TO FACE
FACE BRICK
FEET, FOOT
FINISH(ED)
FINISHED OPENING
FIRE ALARM
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE DEPARTMENT CONNECTION
FIRE DEPT. CONNECTION CABINET
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINET
FIRE HOSE RACK
FIRE HYDRANT
FIRE PROTECTION
FLOOR DRAIN
FOOTING
FOUNDATION
FRAMING
FURNISH, FURNITURE
GAUGE
GALVANIZED
GENERAL
GLASS
GREASE TRAP
GYPSUM BOARD
HEATING, VENTILATION, AIR CONDITIONING
HEAT-STRENGTHENED
HIGH POINT
HOLD OPEN
HOLLOW METAL
HORIZONTAL
HOSE BIBB
HOUSEKEEPING*
INCLUDE(D), INCLUDING
INSIDE DIAMETER
INTERIOR
AFF
ADJ
AHU
ADA
APPROX
ARCH
AD
B/B B/
CUH
CB
CL
C/C
CLRM
CO
CCTV
CLO
COL
COMM
CONC
CMU
CONF
CONT
CJ
CORR
CU
CUST
DEG
DEMO
DEPT
DIAG
DIA
DIM
DBL
DS
DF
EA
EOS
ELEC
EWC
EL
ELEV
ENCL
EQ
EQUIP
EXH
EXIST
EJ
EXP
EXT
F/ F/F F/B
FT
FIN
FO
FA
FAAP
FACP
FDC
FDCC
FE
FEC
FHC
FHR
FH
FP
FD
FTG
FDTN
FRMG
FURN
GA
GALV
GEN
GL
GT
GYP BD
HVAC
HS
HP
HO
HM
HORIZ
HB
HSKPG
INCL
ID
INT
JANITOR*
KITCHEN*
LABORATORY*
LAVATORY
LIGHTING
LINEAR FOOT, (LINEAR FEET)
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOW POINT
LIGHWEIGHT INSULATING CONCRETE SYSTEM
MACHINE*
MAINTENANCE*
MANHOLE
MANUFACTURER
MASONRY OPENING
MATERIAL
MAXIMUM
MECHANICAL*
MEETING*
METAL
MEZZANINE
MINIMUM
MISCELLANEOUS
MULLION
NOMINAL
NOT IN CONTRACT
NOT TO SCALE
OCCUPY, OCCUPANT OCC*
OFFICE OFF*
ON CENTER
OPPOSITE
OPPOSITE HAND OPP
OUT TO OUT
OUTSIDE DIAMETER
OWNER FURNISHED, CONTRACTOR INSTALLED
OWNER FURNISHED, OWNER INSTALLED
PAIR
PERPENDICULAR
PLASTER
PNEUMATIC TUBE SYSTEM
POUND(S)
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PREFABRICATE(D)
PREFINISH(ED)
PRELIMINARY
PROPERTY
PUBLIC ADDRESS
PULL STATION
RADIUS
REFERENCE
REINFORCE, REINFORCING
REQUIRED
REVISION/REVISED
RIGHT OF WAY
RISER (Stair)
ROOM*
ROUGH OPENING
SANITARY
SERVICE SINK
SIMILAR
SOUND TRANSMISSION CLASS
SPRINKLER
SQUARE FOOT (SQUARE FEET)
STAINLESS STEEL
STORAGE*
STRUCTURE, STRUCTURAL
SYSTEM
TELEPHONE
TELEVISION
TEMPORARY
TOILET
TOP OF
TOPOGRAPHY, TOPOGRAPHIC
TREAD
TYPICAL
UNDERWRITERS’ LABORATORIES
UNIT HEATER
UNLESS NOTED OTHERWISE
VENTILATION
VERIFY IN FIELD
VERTICAL
VESTIBULE*
WATER CLOSET
WATER HEATER
WITH
WITHOUT
WORKING POINT
JAN
KIT
LAB
LAV
LTG
LF
LLH
LLV
LP
LWIC
MACH
MAINT
MH
MFR
MO
MATL
MAX
MECH
MTG
MTL
MEZZ
MIN
MISC
MULL
NOM
NIC
NTS
OCC
OFF
OC
OPP
OPP HD
O/O
OD
OFCI
OFOI
PR
PERP
PLAS
PTS
LB(S)
PSF
PSI
PREFAB
PREFIN
PRELIM
PROP
PA
PS
R
REF
REIN
REQ
REV
ROW
R
RM
RO
SAN
SS
SIM
STC
SPKLR
SF
SST
STOR
STRUCT
SYS
TEL
TV
TEMP
TLT
T/
TOPO
T
TYP
UL
UH
UNO
VENT
VIF
VERT
VEST
WC
WH
W/ W/O
WP
MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION, APPLICATION, OR METHODS SHALL BE STRICTLY ADHERED TO AND BY REFERENCE ARE MADE A PART OF THESE PLANS AS IF FULLY WRITTEN HEREIN.
FAILURE OF THE CONTRACTOR TO OBTAIN MANUFACTURER'S INSTRUCTIONS SHALL NOT RELIEVE HIM FROM PERFORMING ALL OF THE REQUIREMENTS OF THE WORK. CONTRACTOR SHALL CONFIRM ALL
EQUIPMENT DIMENSIONS, ELECTRICAL REQUIREMENTS AND UTILITY CONNECTIONS PRIOR TO
CONSTRUCTION WITH ACTUAL EQUIPMENT'S MAKE AND MODEL.
UNLESS OTHERWISE NOTED ALL OWNER PROVIDED ITEMS SHALL BE INSTALLED BY THE CONTRACTOR.
THE INSTALLING CONTRACTOR
OF ALL OWNER PROVIDED ITEMS SHALL PREPARE COORDINATION SHOP DRAWINGS TO CONFIRM
INSTALLATION REQUIREMENTS PRIOR TO RECEIVING EQUIPMENT. INSTALLATION CONTRACTOR SHALL
BE RESPONSIBLE FOR RECEIVING AND MOVING EQUIPMENT FROM DELIVERY LOCATION TO
INSTALLATION SITE
MANUFACTURER'S INSTRUCTIONS
OCEAN CENTER
DAYTONA BEACH
2025-108
ENE
No. 93562
C S
J U
L I A
N
MA RT I N
HARR
I S
JULIAN M. HARRIS
FL-93562
STATE OF
L
OLF
O FES
OIS
P
A L E N
N
G I
E E R
ADIR
R
I
I N
DAYTONA BEACH
OCEAN CENTER
KITCHEN
RONOVATIONS
SGM-30X42-BRD.DWG 2025-108
AS SHOWN
FOR DIGITAL
SIGNATURE
S
GM
E
NG
IN
EE
RI
NG
IN
C D
RA
W
IN
GS
W
RI
TT
EN
M
AT
ER
IA
L, A
ND
D
ES
IG
N
C
ON
C
EP
TS
S
HA
LL
N
OT
B
E
US
ED
O
R
RE
PR
OD
UC
ED
I N
W
HO
LE
O
R
PA
RT
I N
AN
Y
FO
RM
O R
FO
RM
AT
W
IT
HO
UT
P
RI
OR
W
RI
TT
EN
C
ON
SE
NT
O
F
SG
M E
NG
IN
EE
RI
NG
IN
C
DO
N
OT
S C
AL
E
DR
AW
IN
GS
US
E
GI
VE
N
DI
M
EN
SI
ON
S
ON
LY
IF
N
OT
S
HO
W N, V
ER
IF
Y C
OR
RE
C T
DI
M
EN
SI
ON
S W
IT
H
TH
E
EN
GI
NE
ER
C
ON
TR
AC
TO
R
SH
AL
L C
HE
C K
AN
D
VE
RI
FY
A
LL
D
IM
EN
SI
ON
S
AN
D
C
ON
DI
TI
ON
S
AT
J
OB
SI
TE
Sheet Number:
Issue: 09/12/25 100%
CD'S
DescriptionDateNo.
Seal:
Sheet Name:
Project Name:
Client Name:
Drawing File Name:
Engineer of Record:
License Number:
Drawn By:
Checked By:
Project Number:
Scale:
Design By:
*NOT ISSUED FOR CONSTRUCTION
A-001
ABBREVIATIONS,
SYMBOLS, MATERIALS,
INDEX SITE PLAN &
GENERAL NOTES
100% Construction
Documents
BALLROOM A
LOADING DOCK
EL
EV
ARENA
SECURITY
WATER HEATER/ MOP SINK
ICE/ BEVERAGE ROOM
OFFICE 2
OFFICE 3
STORAGE
UP
06/01/05
T R A
IL
E R
T R A
IL
E R
C O M P A C T O R
C O N T A
IN
E R
C O M P A C T O R
C O N T A
IN
E R
DEMOLITION PLAN LEGEND
DENOTES AREA "NOT IN CONTRACT"
DENOTES AREA OR ELEMENT TO BE DEMOLISHED
EXISTING PARTITION TO REMAIN
EXISTING PARTITION TO BE DEMOLISHED
EXISTING DOOR AND FRAME TO REMAIN
EXISTING DOOR AND FRAME TO BE DEMOLISHED
GENERAL DEMOLITION NOTES
1. ITEMS TO BE REMOVED IN DEMOLITION AREAS ARE TO BE VERIFIED BY FIELD INSPECTION. IT IS THE INTENT TO REMOVE EXISTING FEATURES AS REQUIRED TO PREPARE THE AREA FOR CONSTRUCTION. IF A
FEATURE TO BE REMOVED IS NOT SHOWN IT DOES NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY OF REMOVING SUCH A FEATURE OR ENTITLE HIM TO AN EXTRA FOR THE REMOVAL OF
SUCH FEATURE.
2. REPAIR ALL PAVED AND WALK SURFACES DAMAGED DURING DEMOLITION AND CONSTRUCTION TO
MATCH EXISTING AND ADJACENT AREAS.
3. THE WORK SHALL BE SCHEDULED AROUND SCHOOL OPERATION AND TESTING SCHEDULES. AND SHALL
OCCUR ONLY IN AREAS ALLOWED/ASSIGNED BY THE SCHOOL.
4. THE CONTRACTOR SHALL SUBMIT SAFETY PLAN FOR APPROVAL. SAFETY PLAN SHALL CLEARLY DELINEATE AREAS FOR CONSTRUCTION TRAFFIC DURING THE VARIOUS PHASES OF THE PROJECT AND
WHEN CONDITIONS CHANGE. WHERE HEAVY MACHINERY IS TO BE USED, THE WORK SHALL BE
SEPARATED FROM SCHOOL OCCUPANTS BY SECURE DOUBLE BARRIERS WITH DISTANCES OF 10 FEET IN
BETWEEN, CONSTRUCTION, IT'S STAGING, ETC.
SHALL NOT IMPEDE OR REDUCE THE MEANS OF EGRESS.
5. PROVIDE AND MAINTAIN STABILIZED VEHICULAR ACCESS TO CONSTRUCTION AREAS.
6. PROVIDE AND MAINTAIN ACCESS TO STAGING AND CONSTRUCTION AREAS.
7. PROVIDE TEMPORARY CONSTRUCTION BARRICADES TO THE E/TENT REQUIRED TO ALLOW DEMOLITION AND NEW CONSTRUCTION TO OCCUR IN A SAFE MANNER. MAINTAIN SAFE EGRESS AND ACCESS TO AND
FROM ALL REMAINING OCCUPIED BUILDINGS.
8. WORK REQUIRING SHUT DOWN OF LIFE SAFETY SYSTEMS SHALL BE PERFORMED AFTER SCHOOL HOURS. SYSTEMS SHALL BE RESTORED & TESTED PRIOR TO START OF FOLLOWING SCHOOL DAY.
9. WORK IN AREAS OF SCHOOL THAT WILL BE IN OPERATION SHALL BE LIMITED TO START AFTER SCHOOL
HOURS. CONTRACTOR SHALL SCHEDULE WORK TO CONFORM TO THIS REQUIREMENT.
10. ALL SYSTEMS SHALL REMAIN OPERATIONAL DURING ALL PHASES OF CONSTRUCTION. TRANSFER, RELOCATION, OR REMOVAL OF ANY SYSTEM SHALL BE PERFORMED IN SUCH A MANNER THAT SCHOOL
OPERATION WILL BE MAINTAINED WITH ALL SYSTEMS IN A SAFE, WORKING ORDER.
11. REMOVE TEMPORARY BARRIERS UPON COMPLETION OF THE WORK. RESTORE ALL AREAS DAMAGED DURING CONSTRUCTION TO A "LIKE NEW" CONDITION, INCLUSIVE OF LANDSCAPE AREAS, FLOORS, WALLS, CEILINGS, UTILITIES, BELOW AND ABOVE GRADE IMPROVEMENTS, ETC. PROVIDE PHOTOGRAPHS
RECORDING EXISTING CONDITIONS PRIOR TO COMMENCING WORK
12. PROVIDE SIGNS ON EXTERIOR FACE OF TEMPORARY CONSTRUCTION BARRIERS TO READ:
"CONSTRUCTION AREA NO TRESPASSING."
13. RESTORE AREAS AFTER UNDERGROUND WORK TO A MATCHING FINISHED
APPEARANCE.
14. REPLACE, REPAIR, REFINISH ALL EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION.
15. STAGING AREAS SHALL BE MINIMIZED TO MAINTAIN PROPER SAFE SCHOOL
OPERATIONS. THEY SHALL BE INSTALLED AND/OR SHALL BE RELOCATED AS
WORK PROGRESSES.
16. IF NECESSARY, PROVIDE GREEN VISUAL SCREEN TO EXISTING FENCES IN CONSTRUCTION AREA.
MAINTAIN IN A FINISHED CONDITION FOR THE DURATION OF THE WORK.
17. CONTRACTOR IS RESPONSIBLE FOR GPR SCANNING. FOR FA UNDERGROUND CONDUITS & BOXES, CONTRACTOR TO HAND DIG & NOT USED ANY HEAVY MACHINERY.
18. NEW WORK AND DEMOLITION OPERATIONS SHALL BE IN COMPLIANCE WITH NFPA 1 CHAPTER 16, FBC CHAPTER 33, NFPA 241, AND OSHA REGULATIONS FOR PROPER, WASTE DISPOSAL OF CONSTRUCTION MATERIALS, HAZARDOUS MATERIALS HANDLING, MAINTENANCE OF MEANS OF EGRESS, PRESERVATION OF EXISTING FIRE PROTECTION SYSTEMS, AND ACCESS FOR EMERGENCY SERVICE VEHICLES AT ALL
TIMES.
19. MDCPS SHALL BE NOTIFIED PRIOR TO DISCONNECT ANY EXISTING FIRE SUPPRESSION OR DETECTION
SYSTEM.
20. WHEN ANY EXISTING FIRE PROTECTION OR DETECTION SYSTEM IS OUT OF SERVICE FOR MORE THAN 4 HOURS IN A 24 -HOUR PERIOD, THE AHJ SHALL BE NOTIFIED , AND THE BUILDING EVACUATED OR AN APPROVED, FIRE WATCH SHALL BE PROVIDED FOR ALL PARTIES LEFT UNPROTECTED BY THE SHUTDOWN
UNTIL THE SYSTEM HAS BEEN RETURNED TO SERVICE.
D1D2
D3
D4
D5
F E
F E
C
250' MAX TRAVEL DIST
204' TOTAL TRAVEL DIST
250' MAX TRAVEL DIST
210' TOTAL TRAVEL DIST
LIFE SAFETY LEGEND
EXIT ACCESS TRAVEL DISTANCE
COMMON PATH DISTANCE
DEAD END DISTANCE
DOOR WIDTH AND EGRESS CAPACITY
CEILING MOUNTED EXIT SIGN
AREA NOT IN CONTRACT
FIRE ALARM COMBINATION SPEAKER/STROBE
FP FIRE PULL STATION, TOP OF PULL STATION
NOT TO EXCEED 54" AFF
WALL MOUNTED EMERGENCY LIGHT
ONE HOUR FIRE RATED PARTITION
TWO HOUR FIRE RATED PARTITION
SMOKE PARTITION
FIRE RATING OF DOOR IN MINUTES
SD SMOKE DETECTOR
EXISTING EMERGENCY LIGHT
EMERGENCY LIGHT
EXISTING EXIT SIGNE
FE
FIRE EXTINGUISHER WALL MOUNTED CABINET, TOP
OF FIRE EXTINGUISHER NOT TO EXCEED 48" AFF
72" 360
45 DOOR OCCUPANT LOAD
S
EXISTING EMERGENCY SHOWER/EYE WASH
STATION
FEC
EXISTING FIRE EXTINGUISHER WALL MOUNTED,
TOP OF FIRE EXTINGUISHER NOT TO EXCEED 48"
AFF
EW
# FT. TRAVEL DISTANCE
# FT. COMMON PATH
# FT. DEAD END
OCCUPANCY CLASSIFICATION
• ASSEMBLY GROUP A-2: includes assembly uses intended for food and/or drink consumption including, but not limited to:
Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens)
FLORIDA FIRE PREVENTION CODE FLORIDA BUILDING CODE 303.2
• ASSEMBLY
TRAVEL DIST.
FBC
1017.2
250 FTASSEMBLY: 250 FT
FFPC
101.39.2.6.3
OCEAN CENTER
DAYTONA BEACH
2025-108
ENE
No. 93562
C S
J U
L I A
N
MA RT I N
HARR
I S
JULIAN M. HARRIS
FL-93562
STATE OF
L
OLF
O FES
OIS
P
A L E N
N
G I
E E R
ADIR
R
I
I N
DAYTONA BEACH
OCEAN CENTER
KITCHEN
RONOVATIONS
SGM-30X42-BRD.DWG 2025-108
AS SHOWN
FOR DIGITAL
SIGNATURE
S
GM
E
NG
IN
EE
RI
NG
IN
C D
RA
W
IN
GS
W
RI
TT
EN
M
AT
ER
IA
L, A
ND
D
ES
IG
N
C
ON
C
EP
TS
S
HA
LL
N
OT
B
E
US
ED
O
R
RE
PR
OD
UC
ED
I N
W
HO
LE
O
R
PA
RT
I N
AN
Y
FO
RM
O R
FO
RM
AT
W
IT
HO
UT
P
RI
OR
W
RI
TT
EN
C
ON
SE
NT
O
F
SG
M E
NG
IN
EE
RI
NG
IN
C
DO
N
OT
S C
AL
E
DR
AW
IN
GS
US
E
GI
VE
N
DI
M
EN
SI
ON
S
ON
LY
IF
N
OT
S
HO
W N, V
ER
IF
Y C
OR
RE
C T
DI
M
EN
SI
ON
S W
IT
H
TH
E
EN
GI
NE
ER
C
ON
TR
AC
TO
R
SH
AL
L C
HE
C K
AN
D
VE
RI
FY
A
LL
D
IM
EN
SI
ON
S
AN
D
C
ON
DI
TI
ON
S
AT
J
OB
SI
TE
Sheet Number:
Issue: 09/12/25 100%
CD'S
DescriptionDateNo.
Seal:
Sheet Name:
Project Name:
Client Name:
Drawing File Name:
Engineer of Record:
License Number:
Drawn By:
Checked By:
Project Number:
Scale:
Design By:
*NOT ISSUED FOR CONSTRUCTION
D-201
DEMOLITION FLOOR
PLAN AND EXISTING
LIFE SAFETY
100% Construction
Documents
03-10 DEMO KEYNOTE LEGEND
NUMBER DESCRIPTION
D1 EXISTING QUARRY FLOORING AND BASE TO BE REMOVED
D2 EXISTING POLISHED CONCRETE FLOOR TO BE DEMOLISHED FOLLOWING
CONTROL JOINTS ACCORDING TO PLUMBING WORK SCOPE
D3 EXISTING TILE ON WALL TO BE REMOVED
D4 EXISTING WALLS TO BE PREPPED FOR NEW MATERIALS, PATCHING AND
PAINTING
D5 EXISTING WALL MOUNTED DEVICES TO BE CAREFULLY REMOVED.
CONTRACTOR TO COORDINATE WITH OWNER ON WHICH DEVICES ARE TO BE
SALVAGED OR DISPOSED
1/8" = 1'-0"1 DEMOLITION FLOOR PLAN AND EXISTING LIFESAFETY
N
EL
EV
ARENA
SECURITY
WATER HEATER/ MOP SINK
ICE/ BEVERAGE ROOM
OFFICE 2
OFFICE 3
STORAGE
UP
06/01/05
T R A
IL
E R
T R A
IL
E R
C O M P A C T O R
C O N T A
IN
E R
C O M P A C T O R
C O N T A
IN
E R
RCP DEMOLITION PLAN LEGEND
DENOTES AREA "NOT IN CONTRACT"
DENOTES AREA OR ELEMENT TO BE DEMOLISHED
GYPSUM CEILING TO REMAIN
EXISTING PARTITION TO REMAIN
CEILING TAG
LIGHTS FIXTURES TO BE REMOVED
SMOKE DETECTOR
FIRE ALARMF.A.
LIGHTS FIXTURES TO BE REMOVED
LIGHTS FIXTURES TO BE REMOVED
TYPE
#' #" AFF
D6
D7
D8
D9
OCEAN CENTER
DAYTONA BEACH
2025-108
ENE
No. 93562
C S
J U
L I A
N
MA RT I N
HARR
I S
JULIAN M. HARRIS
FL-93562
STATE OF
L
OLF
O FES
OIS
P
A L E N
N
G I
E E R
ADIR
R
I
I N
DAYTONA BEACH
OCEAN CENTER
KITCHEN
RONOVATIONS
SGM-30X42-BRD.DWG 2025-108
AS SHOWN
FOR DIGITAL
SIGNATURE
S
GM
E
NG
IN
EE
RI
NG
IN
C D
RA
W
IN
GS
W
RI
TT
EN
M
AT
ER
IA
L, A
ND
D
ES
IG
N
C
ON
C
EP
TS
S
HA
LL
N
OT
B
E
US
ED
O
R
RE
PR
OD
UC
ED
I N
W
HO
LE
O
R
PA
RT
I N
AN
Y
FO
RM
O R
FO
RM
AT
W
IT
HO
UT
P
RI
OR
W
RI
TT
EN
C
ON
SE
NT
O
F
SG
M E
NG
IN
EE
RI
NG
IN
C
DO
N
OT
S C
AL
E
DR
AW
IN
GS
US
E
GI
VE
N
DI
M
EN
SI
ON
S
ON
LY
IF
N
OT
S
HO
W N, V
ER
IF
Y C
OR
RE
C T
DI
M
EN
SI
ON
S W
IT
H
TH
E
EN
GI
NE
ER
C
ON
TR
AC
TO
R
SH
AL
L C
HE
C K
AN
D
VE
RI
FY
A
LL
D
IM
EN
SI
ON
S
AN
D
C
ON
DI
TI
ON
S
AT
J
OB
SI
TE
Sheet Number:
Issue: 09/12/25 100%
CD'S
DescriptionDateNo.
Seal:
Sheet Name:
Project Name:
Client Name:
Drawing File Name:
Engineer of Record:
License Number:
Drawn By:
Checked By:
Project Number:
Scale:
Design By:
*NOT ISSUED FOR CONSTRUCTION
D-300
DEMOLITION
REFLECTIVE CEILING
PLAN
100% Construction
Documents
03-10 DEMO KEYNOTE LEGEND
NUMBER DESCRIPTION
D6 EXISTING CEILING GRID AND ACT TO BE DEMOLISHED ACCORDING TO MEP
WORK SCOPE
D7 ALTERNATE: CEILING GRID TO BE EVALUATED FOR REUSE
D8 EXISTING LIGHT FIXTURES, AIR SUPPLY, AND RETURN GRILLES TO BE
DEMOLISHED, SALVAGED AND RETURNED TO OWNER, (TYP)
D9 EXISTING SPRINKLERS, FIRE ALARM AND STROBE DEVICES TO BE
COORDINATED WITH ELECTRICAL DRAWINGS TO BE REPLACED AND/OR
RELOCATED AS REQUIRED
1/8" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN
EV
ARENA
SECURITY
WATER HEATER/ MOP SINK
ICE/ BEVERAGE ROOM
OFFICE 2
OFFICE 3
STORAGE
UP
06/01/05
T R A
IL
E R
T R A
IL
E R
C O M P A C T O R
C O N T A
IN
E R
C O M P A C T O R
C O N T A
IN
E R
FLOOR PLAN GENERAL NOTES
1. REFER TO FLOOR PLAN LEGEND FOR ALL SYMBOLS
2. ALL DIMENSIONS ARE FROM UNFINISHED FACE OF NEW PARTITIONS OR TO FACE OF FINISHED
EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. ALL DIMENSIONS SHOWN ON THE
DRAWING SHALL BE CONSIDERED CRITICAL OR CLEAR
3. REFER TO PARTITION TYPES FOR PARTITION HEIGHTS AND THICKNESS
4. VERIFY ALL STRUCTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS AND COORDINATE
REQUIRED CHANGES PRIOR TO CONSTRUCTION
5. VERIFY DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTING PARTITIONS. SUBMIT FINISHES
TO ARCHITECT FOR APPROVAL
6. CONTRACTOR TO COORDINATE WITH THE CLIENT AT THE COMMENCEMENT OF CONSTRUCTION
ALL SECURITY REQUIREMENTS FOR ALL DOORS AND FRAMES
7. CONTRACTOR TO PROVIDE ADEQUATE BACKING WITHIN WALL FOR THE INSTALLATION OF ANY
REQUIRED WALL MOUNTED ITEMS
8. CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL CEILINGS, CEILING TILES, FIXTURE, AND
DEVICES THAT ARE REMOVED OR RELOCATED DURING FIRE ALARM/SPRINKLER OR MECHANICAL
WORK. SEE MECHANICAL PLANS
9. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY WORK INDICATED IN
THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING CONDITIONS
10. THESE DRAWINGS ARE BASED ON AS-BUILTS PROVIDED ON 02/11/26
FIELD VERIFICATION
THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES
ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE
PRODUCT MUST BE FIELD VERIFIED BY THE CONTRACTOR.
F1
F2 F3
F4
F4 F4
F4
F4
F5
F4
F4
F6
F6
F5
F5
F5
F5
F5
F5
F5
F7
OCEAN CENTER
DAYTONA BEACH
2025-108
ENE
No. 93562
C S
J U
L I A
N
MA RT I N
HARR
I S
JULIAN M. HARRIS
FL-93562
STATE OF
L
OLF
O FES
OIS
P
A L E N
N
G I
E E R
ADIR
R
I
I N
DAYTONA BEACH
OCEAN CENTER
KITCHEN
RONOVATIONS
SGM-30X42-BRD.DWG 2025-108
AS SHOWN
FOR DIGITAL
SIGNATURE
S
GM
E
NG
IN
EE
RI
NG
IN
C D
RA
W
IN
GS
W
RI
TT
EN
M
AT
ER
IA
L, A
ND
D
ES
IG
N
C
ON
C
EP
TS
S
HA
LL
N
OT
B
E
US
ED
O
R
RE
PR
OD
UC
ED
I N
W
HO
LE
O
R
PA
RT
I N
AN
Y
FO
RM
O R
FO
RM
AT
W
IT
HO
UT
P
RI
OR
W
RI
TT
EN
C
ON
SE
NT
O
F
SG
M E
NG
IN
EE
RI
NG
IN
C
DO
N
OT
S C
AL
E
DR
AW
IN
GS
US
E
GI
VE
N
DI
M
EN
SI
ON
S
ON
LY
IF
N
OT
S
HO
W N, V
ER
IF
Y C
OR
RE
C T
DI
M
EN
SI
ON
S W
IT
H
TH
E
EN
GI
NE
ER
C
ON
TR
AC
TO
R
SH
AL
L C
HE
C K
AN
D
VE
RI
FY
A
LL
D
IM
EN
SI
ON
S
AN
D
C
ON
DI
TI
ON
S
AT
J
OB
SI
TE
Sheet Number:
Issue: 09/12/25 100%
CD'S
DescriptionDateNo.
Seal:
Sheet Name:
Project Name:
Client Name:
Drawing File Name:
Engineer of Record:
License Number:
Drawn By:
Checked By:
Project Number:
Scale:
Design By:
*NOT ISSUED FOR CONSTRUCTION
A-201
PROPOSED FLOOR
PLAN
100% Construction
Documents
KEYNOTE LEGEND
NUMBER DESCRIPTION
F1 FLOORING TO BE PREPPED FOR GRIT EPOXY COATING INSTALLATION.
NEW BASE BOARD INSTALLED TO MATCH WALL COLOR.
F2 POUR NEW CONCRETE WITHIN CONTROL JOINTS IN IMPACTED AREA.
FINISH TO BE POLISHED TO MATCH EXISTING.
F3 PREP WALL FOR INSTALL OF STAINLESS STEEL SHEETS
F4 PREP WALL FOR FRP
F5 PREP WALL FOR PAINT; COLOR TBD BY OWNER
F6 INSTALL METAL THRESHOLD; TBD BY OWNER
F7 PATCH AND MATCH EXISTING POROUS CONCRETE
1/8" = 1'-0"1 PROPOSED FLOOR PLAN
EV
ARENA
SECURITY
WATER HEATER/ MOP SINK
ICE/ BEVERAGE ROOM
OFFICE 2
OFFICE 3
STORAGE
UP
06/01/05
T R A
IL
E R
T R A
IL
E R
C O M P A C T O R
C O N T A
IN
E R
C O M P A C T O R
C O N T A
IN
E R
REFLECTED CEILING NOTES
1. REFER TO G-001 FOR GENERAL NOTES
2. REFER TO POWER AND COMMUNICATION PLANS FOR PLACEMENT OF CEILING
MOUNTED ELECTRICAL DEVICES
3. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CEILING HEIGHTS
CONDITIONS FOR CLEARANCE OF MECHANICAL UNITS, DUCTWORK, PIPING LIGHT
FIXTURE, ETC
4. ALL CEILING HEIGHTS SHALL BE MEASURED FROM THE TOP OF FINISHED
FLOOR
5. ALL LIGHT FIXTURES, DUCT WORK, GRILLS, DIFFUSERS, SPRINKLER LINES,
SPRINKLER HEADS, , EXIT SIGNS, STROBE LIGHTS, ETC, SHALL BE LOCATED IN THE
CENTER OF THE WALL OR CEILING UNLESS OTHERWISE NOTED.
6. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE
LOCATIONS,FIXTURE SCHEDULE AND ADDITIONAL INFO
7. PROVIDE 16 GA METAL GROUNDS AND BLOCKING FOR ATTACHMENT OF TRIM
FIXTURES, ETC.
8. REFER TO ENGINEER DOCUMENTS FOR EXIT LIGHT AND SIGN LOCATIONS AND
SPECIFICATIONS
9. ALL RECESSED WALL WASH & DOWN LIGHT FIXTURES SHALL BE ON DIMMERS
10. CEILING HEIGHTS TO BE VERIFIED IN FIELD
11. CONTRACTOR TO PROVIDE ADDITIONAL DRYWALL AS NEEDED TO MEET NEW
CEILING HEIGHT
NOTE:
CONTRACTOR TO COORDINATE RCP WITH MECHANICAL, ELECTRICAL,
PLUMBING,AND FIRE PROTECTION SHEETS
SYMBOLS-LEGEND
TYPE DESCRIPTION
2' x 2' RECESSED LIGHT FIXTURE
2' x 2' RECESSED LIGHT FIXTURE W/90
MIN. BATTERY BACKUP
2' x 4' RECESSED LIGHTING FIXTURE
2' x 4' RECESSED LIGHT FIXTURE W/90
MIN. BATTERY BACKUP
SUPPLY DIFFUSER SEE ELEC DWGS.
RETURN DIFFUSER SEE ELEC
DWGS.
GWB CEILING
2'x 2" ACOUSTICAL CEILING
8" RECESSED DOWNLIGHT
X'-XX" CEILING ELEVATION
EXIT SIGN
4' LIGHT FIXTURE W/90 MIN. BATTERY
BACKUP
EF EXHAUST FAN
EXISTING
NOTE:
CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS AS REQUIRED
BY CODE. ALL ACCESS PANELS TO BE STEALTH TYPE.
NOT IN CONTRACT
REFER TO MEP AND
STRUCTURAL DRAWINGS
NOTE
RCP1
RCP2
RCP3
OCEAN CENTER
DAYTONA BEACH
2025-108
ENE
No. 93562
C S
J U
L I A
N
MA RT I N
HARR
I S
JULIAN M. HARRIS
FL-93562
STATE OF
L
OLF
O FES
OIS
P
A L E N
N
G I
E E R
ADIR
R
I
I N
DAYTONA BEACH
OCEAN CENTER
KITCHEN
RONOVATIONS
SGM-30X42-BRD.DWG 2025-108
AS SHOWN
FOR DIGITAL
SIGNATURE
S
GM
E
NG
IN
EE
RI
NG
IN
C D
RA
W
IN
GS
W
RI
TT
EN
M
AT
ER
IA
L, A
ND
D
ES
IG
N
C
ON
C
EP
TS
S
HA
LL
N
OT
B
E
US
ED
O
R
RE
PR
OD
UC
ED
I N
W
HO
LE
O
R
PA
RT
I N
AN
Y
FO
RM
O R
FO
RM
AT
W
IT
HO
UT
P
RI
OR
W
RI
TT
EN
C
ON
SE
NT
O
F
SG
M E
NG
IN
EE
RI
NG
IN
C
DO
N
OT
S C
AL
E
DR
AW
IN
GS
US
E
GI
VE
N
DI
M
EN
SI
ON
S
ON
LY
IF
N
OT
S
HO
W N, V
ER
IF
Y C
OR
RE
C T
DI
M
EN
SI
ON
S W
IT
H
TH
E
EN
GI
NE
ER
C
ON
TR
AC
TO
R
SH
AL
L C
HE
C K
AN
D
VE
RI
FY
A
LL
D
IM
EN
SI
ON
S
AN
D
C
ON
DI
TI
ON
S
AT
J
OB
SI
TE
Sheet Number:
Issue: 09/12/25 100%
CD'S
DescriptionDateNo.
Seal:
Sheet Name:
Project Name:
Client Name:
Drawing File Name:
Engineer of Record:
License Number:
Drawn By:
Checked By:
Project Number:
Scale:
Design By:
*NOT ISSUED FOR CONSTRUCTION
A-301
PROPOSED REFLECTED
CEILING PLAN
100% Construction
Documents
KEYNOTE LEGEND
NUMBER DESCRIPTION
RCP1 NEW LIGHT FIXTURES TO BE INSTALLED IN LOCATION OF PREVIOUS
ONES; REFER TO ELECTRICAL DRAWINGS
RCP2 INSTALL NEW VYNIL ACOUSTICAL CEILING TILE; FULL CEILING
REPLACEMENT
RCP3 ROOF WORK: CONTRACTOR TO CONFIRM EXISTING OPENINGS AND
MODIFY FRAMES AS NECESSARY FOR NEW FANS; REFER TO
STRUCTURAL DRAWINGS FOR ADDITIONAL INFO
1/8" = 1'-0"1 PROPOSED REFLECTED CEILING PLAN
x
D D x
D DD
24 x 72
C
D
D
A
IR
INA
IR
O U T
BPDOV-2
BPDOV-1
BPDOV-3
G
BPDOV-2
BPDOV-1
BPDOV-3
G
D
E1
E E
D x
24 x 60 x x
24 x 60
24 x 60
24 x 60
24 x 60 x x x 72
24 x 60
24 x 60 x x
24 x 54 x x x
24 x 60 x x 6 x 6
24 x 60 24 x 60 24 x 60
D
A N D
W A S T E
X P R E S S
IS
F E E T
M A X
IM
U M
D
IS
T A N C E
B E T W E E N
D
IS
P O S E R
IN
LE
T O U
TL
E T
B O T H
S
ID
E S
W A S T E
F R O M
D
IS
P O S E R
IN
F R O M
E
IT
H E R
S
ID
E
D R A
IN
E
IT
H E R
S
ID
E
H
H
C
H
C
24 x 60
DD
H
H
C x 6
D
D
H
E
GLASS
RACK
GLASS
RACK
GLASS
RACK
GLASS
RACK
GLASS
RACK
CC
DG
CC
DG
E1 E1
G
F E C
GLASS RACK
STORAGE ABOVE
TABLE LIMIT
SWITCH
GLASS RACK
STORAGE ABOVE
GLASS RACK STORAGE
ABOVE DOUBLE SIDED
RACKING SHELF
GLASS RACK STORAGE
BELOW TABLE ON
TUBULAR SUPPORT
WATER GUSHER FOR
TROUGH
HD MAGNET INSTALLED HERE
FOR SILVERWARE SAVER
LOADING DOCK
EL
EV
ARENA
SECURITY
BEVERAGE EQUIP STORAGE
DRY STORAGE
WALK IN COOLER 3
WATER HEATER/ MOP SINK
DISH STORAGE
WALK IN COOLER 2
WALK IN COOLER 1
HO
T
BO
X
PA
RK
IN
G
ICE/ BEVERAGE ROOM
OFFICE 2
OFFICE 3
PREP SPACE
DISHROOM
STORAGE
UP
06/01/05
T R A
IL
E R
T R A
IL
E R
C O M P A C T O R
C O N T A
IN
E R
C O M P A C T O R
C O N T A
IN
E R
WB-1
FL-1
WF-3
WB-1
FL-1
WF-3
WB-1
FL-1
WF-3
WB-1
FL-1
WF-3
WB-1
FL-1
WF-3
WB-1
FL-1
WF-1
WB-1
FL-1
WF-3
WB-1
FL-1
WF-3
WF-2
WB-1
FL-1
WF-1
WB-1
FL-1
WF-1
WB-1
FL-1
WF-1
WB-1
FL-1
WF-3
FL-2
FL-3
OCEAN CENTER
DAYTONA BEACH
2025-108
ENE
No. 93562
C S
J U
L I A
N
MA RT I N
HARR
I S
JULIAN M. HARRIS
FL-93562
STATE OF
L
OLF
O FES
OIS
P
A L E N
N
G I
E E R
ADIR
R
I
I N
DAYTONA BEACH
OCEAN CENTER
KITCHEN
RONOVATIONS
SGM-30X42-BRD.DWG 2025-108
AS SHOWN
FOR DIGITAL
SIGNATURE
S
GM
E
NG
IN
EE
RI
NG
IN
C D
RA
W
IN
GS
W
RI
TT
EN
M
AT
ER
IA
L, A
ND
D
ES
IG
N
C
ON
C
EP
TS
S
HA
LL
N
OT
B
E
US
ED
O
R
RE
PR
OD
UC
ED
I N
W
HO
LE
O
R
PA
RT
I N
AN
Y
FO
RM
O R
FO
RM
AT
W
IT
HO
UT
P
RI
OR
W
RI
TT
EN
C
ON
SE
NT
O
F
SG
M E
NG
IN
EE
RI
NG
IN
C
DO
N
OT
S C
AL
E
DR
AW
IN
GS
US
E
GI
VE
N
DI
M
EN
SI
ON
S
ON
LY
IF
N
OT
S
HO
W N, V
ER
IF
Y C
OR
RE
C T
DI
M
EN
SI
ON
S W
IT
H
TH
E
EN
GI
NE
ER
C
ON
TR
AC
TO
R
SH
AL
L C
HE
C K
AN
D
VE
RI
FY
A
LL
D
IM
EN
SI
ON
S
AN
D
C
ON
DI
TI
ON
S
AT
J
OB
SI
TE
Sheet Number:
Issue: 09/12/25 100%
CD'S
DescriptionDateNo.
Seal:
Sheet Name:
Project Name:
Client Name:
Drawing File Name:
Engineer of Record:
License Number:
Drawn By:
Checked By:
Project Number:
Scale:
Design By:
*NOT ISSUED FOR CONSTRUCTION
A-600
FINISH PLAN
100% Construction
Documents
1/8" = 1'-0"1 FINISH PLAN
FINISH LEGEND
DESCRIPTION
KEYNOTE
NUMBER SPECIFICATION
BASE FINISH
RUBBER BASE WB-1 COLOR TO MATCH WALL PAINT AND FRP TBD BY OWNER
FLOOR FINISH
EPOXY FLOOR FL-1 EXPOXY COATING WITH GRIT/SAND TEXTURE FOR SLIP RESISTANCE; RUBBER MATCS TO BE USED; COLOR TBD BY OWNER
WALL FINISH
FRP WF-1 FRP COLOR TBD BY OWNER; PROVIDE SUBMITTAL
POLISHED CONC FLOOR FL-2 MATCH EXISTING ADJACENT POLISHED CONCRETE
CONCRETE FLOOR FL-3 EXTERIOR POROUS CONCRETE
STAINLESS STEEL SHEET WF-2 PROVIDE SUBMITTAL
PAINT WF-3 COLOR TBD BY OWNER
| Sheets |
| A-001 - ABBREVIATIONS, SYMBOLS, MATERIALS, INDEX SITE PLAN & GENERAL NOTES |
| A-201 - PROPOSED FLOOR PLAN |
| A-301 - PROPOSED REFLECTED CEILING PLAN |
| A-600 - FINISH PLAN |
| D-201 - DEMOLITION FLOOR PLAN AND EXISTING LIFE SAFETY |
| D-300 - DEMOLITION REFLECTIVE CEILING PLAN |
File details come from the government source that posted it. Updated .