Renovation of Offices with Addition, Gym Project ? Pre-qualified Contractors Only
| Location: | Florida |
|---|---|
| Posted: | Jan 6, 2026 |
| Due: | Jan 9, 2026 |
| Agency: | St. Johns River State College |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | RFQ-SJR-09-2025 |
| Publication URL: | To access bid details, please log in. |
Solicitation Number: BID-SJR-09-2025
Solicitation Name: Renovation of Offices with Addition, Gym Project – PREQUALIFIED CONTRACTORS ONLY
Status of RFQ: Open
Description: St. Johns River State College is soliciting bids from prequalified contractors for the renovation of existing offices and the construction of an office addition within the College’s Gymnasium facility. The project includes all labor, materials, equipment, supervision, and coordination necessary to complete interior renovations and associated construction. Scope of work may include demolition, framing, finishes, mechanical, electrical, plumbing modifications, and integration of the new addition with existing building systems. All work shall be performed in accordance with approved plans, specifications, applicable codes, and College standards.
Web Page:
This web page is updated as the BID process progresses and applicants must monitor this page for updates, information, schedules, addenda to the specifications document if any, and notices.
BID-SJR-09-2025 Specifications Document
To obtain the BID-SJR-09-2025 Specifications Document, send a request to Terry Thomas, AVP of Facilities, Planning, and Capital Projects, via e-mail at TerryThomas@sjrstate.edu or click on the document link on this webpage.
Deadline for RFQ Responses:
BID responses, sealed and identified on the outside of the submission with the firm’s name and BID-SJR-09-2025 are due by 2:00 p.m. on January 9, 2026, to St. Johns River State College, Business Office Attn: Terry Thomas, 5001 St. Johns Avenue, Palatka, FL 32177.
| Document Name: | Issue Date: |
| Addendum 1 | December 9, 2025 |
| Addendum 2 | December 23, 2025 |
SJR State contact for information is:
Terry Thomas, Asst. VP of Facilities, Planning, and Capital Projects,
(386) 312-4110
Attachment Preview
December 9, 2025
Renovation of Offices with Addition, Gymnasium Project, Palatka Campus (SJR-BID-09-2025)
St. Johns River State College
Architect’s Job Number: 015ZA08
ADDENDUM 1
All items in the Addendum are incorporated into the Contract Documents.
Item 1.
List of attendees at the Pre-Bid Meeting December 8, 2025:
Ray Sjogren, St. Johns River State College
Terry Thomas, St. Johns River State College
Eric Mellies, St. Johns River State College
Travas Sheridan, St. Johns River State College
Joe Kuehmeier, CRG Architects/Palatka, Inc.
Oliver Kirkpatrick, Scherer Construction
Kyle Coker, Coker Industrial
Item 2.
Following is a list of questions received since the Pre-Bid Meeting was held:
Q1: Where the data/communication symbol is indicated on the drawings, how many Cat 6 data ports are required?
A1: Provide two (2) Cat 6 and data ports. Contractors shall route these lines to the existing IT rack. Field verify.
Q2: What should be provided at TV location?
A2: Provide power and CAT 6 for the TV. Provide blocking for the wall mounted TV bracket.
Q3: Will personal effects be removed from existing spaces?
A3: Yes, personal effects will be removed. However, the contractor is responsible for removing all furniture prior
to construction and reinstalling furniture once construction is complete.
Item 3.
Deadline to receive questions has been changed from January 5, 2026, to December 19, 2025, at 5 p.m.
Item 4.
Contractor shall pour concrete pad and extend chain link fence as required for outside condensing unit. See
revised drawings.
Item 5.
Tom Reynolds is the Point of Contact. His phone number is 904-994-7934.
Item 6.
See attached drawings and specifications.
St. Johns River State College
Renovation of Offices with Addition, Gymnasium Project, Palatka Campus (BID-SJR-09-2025)
Addendum Number 1
Page 1
CODE REVIEW
APPLICABLE CODES
NFPA 1, FIRE CODE 2023
NFPA 101, LIFE SAFETY CODE 2023
FLORIDA BUILDING CODE 2023
OCCUPANCY CLASSIFICATION
BUSINESS (B) / FBC
SINGLE OCCUPANCY
TYPE OF CONSTRUCTION
TYPE II B
NOT SPRINKLED
BUILDING AREA OF RENOVATION
NEW CONSTRUCTION
EXISTING BUILDING OCCUPIABLE 2ND FL
NONE
6,240 SF
GENERAL BUILDING HEIGHTS AND AREAS
MAXIMUM ALLOWABLE HEIGHT
ACTUAL BUILDING HEIGHT
=
55'
=
EXISTING
MAXIMUM ALLOWABLE STORIES ABOVE GRADE
=
2
ACTUAL STORIES ABOVE GRADE
=
EXISTING
MAXIMUM ALLOWABLE BUILDING AREA
ACTUAL BUILDING AREA
=
12,500 SF
=
EXISTING
MEZZANINE
=
NONE
TYPES OF CONSTRUCTION (FIRE RATING REQUIREMENTS)
PRIMARY STRUCTURAL FRAME
=
BEARING WALLS AND PARTITIONS
EXTERIOR
=
INTERIOR
=
NON BEARING WALLS AND PARTITIONS
INTERIOR
=
FLOOR CONSTRUCTION
=
ROOF CONSTRUCTION
=
HOURS
0
0
0
0
0
0
(EXTERIOR WALLS ARE EXISTING, NO NEW CONSTRUCTION TO BE
COMPLETED)
INTERIOR WALL AND CEILING FINISH REQ. (NON SPRINKLERED)
INTERIOR EXIT STAIRWAYS AND RAMPS AND
EXIT PASSAGEWAYS
=
A
CORRIDORS AND ENCLOSURE FOR EXIT ACCESS
STAIRWAYS AND RAMPS
=
B
ROOMS AND ENCLOSED SPACES
=
C
CLASS OF MATERIALS
CLASS A
CLASS B
CLASS C
FLAME SPREAD INDEX S MOKE DEV. INDEX
0 - 25
0 - 450
26 - 75
0 - 450
76 - 200
0 - 450
MAXIMUM FLOOR AREA PER OCCUPANT
STORAGE, STOCK, SHIPPING AREAS
BUSINESS AREAS
ACCESSORY STORAGE AREAS
MECHANICAL EQUIPMENT ROOM
300 GROSS
150 GROSS
300 GROSS
300 GROSS
TOTAL COMBINED OCCUPANCY FOR THIS PROJECT: 42
MEANS OF EGRESS SIZING
STAIRS:
(2) STAIRS REQUIRED
DOORS:
CORRIDOR:
RAMPS:
0.3" PER PERSON (44" WIDE MIN.)
0.2" PER PERSON (32" WIDE MIN.)
0.2" PER PERSON (44" WIDE MIN.)
0.2" PER PERSON (44" WIDE MIN.)
NUMBER OF EXITS AND ACCESS DOORWAYS
SPACES WITH ONE EXIT OR ACCESS DOORWAY
OCCUPANCY
B
MAXIMUM OCCUPANT LOAD OF SPACE
49
COMMON PATH OF TRAVEL OL <= 30
75'
COMMON PATH OF TRAVEL OL > 30
75'
DESIGNED EGRESS COMPONENTS
EXIT ACCESS TRAVEL DISTANCE:
200'
CORRIDOR FIRE RESISTANCE RATING
GREATER THAN 30 (NOT SPRINKLED)
1 HOUR
*
THIS STRUCTURE DOES NOT HAVE ANY CORRIDORS THAT
SERVE MORE THAN 30 PEOPLE
DEAD END CORRIDOR
20'
LIFE SAFETY PLAN LEGEND
#
EC = XXX
ED = XXX
OCCUPANCY NUMBER
DIRECTION OF EGRESS
SECONDARY EGRESS
FIREMAN ACCESS
EC = EXIT CAPACITY
ED = EXIT DISCHARGE
1 HOUR FIRE RATED
SMOKE BARRIER WALL (SEAL TO
UNDERSIDE OF ROOF DECK)
PATH OF TRAVEL
EXIT SIGN
FE
FEC
S
H
H
F
P
FIRE EXTINGUISHER
(SURFACE MOUNT)
FIRE EXTINGUISHER
AND CABINET
EMERGENCY LIGHT
SMOKE DETECTOR
HEAT DETECTOR
SEMI-FLUSH MOUNTED FIRE
ALARM AUDIO/VISUAL
WARNING DEVICE
FIRE ALARM VISUAL STROBE
FLUSH MOUNTED FIRE
ALARM PULL STATION
EXIT SIGN WITH
EMERGENCY LIGHTING
APPROXIMATE LOCATION
RENOVATIONS TO THE SECOND
FLOOR OF THE EXISTING GYM
ST. JOHNS RIVER STATE COLLEGE
5001 ST JOHNS AVE. PALATKA, FLORIDA 32177
SCOPE OF WORK
EXISTING BUILDING - LEVEL TWO ALTERATION
• UPGRADE EXISTING SOUND BATT INSULATION
• ADD (1) OFFICE, (1) SUPPLY CLOSET & (1)
CONFERENCE ROOM IN SOUTHSIDE OF 2ND FLOOR
INDEX TO DRAWINGS
Sheet Number
Sheet Name
A001
A002
A101
A200
A300
COVER SHEET / LIFE SAFETY
ABBREVIATIONS & LEGENDS
FLOOR PLAN PROPOSED
REFLECTED CEILING PLAN, INT ELEVATIONS
SECTIONS & DETAILS
Revisions
No. Desc. Date
CRG
CRG ARCHITECTS
/ PALATKA, INC.
216A ST. JOHN'S AVE.
PALATKA, FL 32177
AA0 0 0 2 6 0 4
p. 386 - 325 - 0213
f. 386 - 328 - 1401
BID SET
DN EC = 260
ED = 11
OFFICE
G0047
2
OFFICE
G0048
2
TRAVEL DISTANCE 86'-9"
OFFICE
G0049
2
10
OFFICE
G0050
2
CLOSETEQUIPMENTSUPPLIES
G0051A G0051 G0052
0
0
0
TRAVEL DISTANCE 85'-10"
6
A200
DNEECD
=
=
260
7
DISTRICT OF BOARD TRUSTEES
RICH KOMANDO, J.D.
NICK PRIMROSE, J.D.
W.J. (JUD) SAPP, JR.
CHEREESE STEWART
WENDELL D. DAVIS
CYRUS ZOMORODIAN, J.D.
JEREMIAH BLOCKER, J.D.
JOE H. PICKENS, J.D.
CHAIR
VICE CHAIR
BOARD ATTORNEY
EXECUTIVE SECRETARY
ADMINISTRATION
JOE H. PICKENS, J.D.
PRESIDENT
TRAVEL DISTANCE 98'-2"
A200
7
DN
EC = 200
ED= 10
2 LIFE SAFETY
SCALE: 3/32" = 1'-0"
OFFICE
G0055
229 SF
2
SUPPLIES
G0056
100 SF
0
10
TRAVEL DISTANCE 102'-2"
CONFERENCE
ROOM
G0057
9
302 SF
DNEC = 260
ED = 11
Seal / Signature
3 KEY PLAN
SCALE: N.T.S.
STATEMENT OF COMPLIANCE:
To the best of my knowledge, these construction documents are in compliance
with criteria set forth in the current edition of the Florida Building Code and
Florida Statutes.
Project number
Date
Drawn by
Checked by
015ZA08
11-19-T25B
JK
A001
OF
SH EETS
Scale
As indicated
MATERIAL LEGEND
PARTITION
PARTITION WALL
WITH SOUND
BATTS
BATT INSULATION
RIGID INSULATION
FINISHED WOOD
DIMENSIONAL
LUMBER
WOOD BLOCKING
EARTH
C.M.U. WALL
CAST-IN-PLACE
CONCRETE
REINFORCED
VERTICAL CMU
CELL
GENERAL NOTES
1. ALL WORK AND IMPROVEMENTS ARE CONFINED TO THE AREAS INDICATED IN THESE DRAWINGS. AL L WORK SHALL
BE INSTALLED BY A LICENSED CONTRACTOR AND THE APPROPRIATE LICENSED SUBCONTRACTORS IN STRICT
ACCORDANCE WITH ALL GOVERNING CODES.
2. ALL WORK IS TO BE EXECUTED UNDER DIRECT SUPERVISION OF A CERTIFIED GENERAL CONTRACTOR. THE
GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, DIMENSIONS, AND COORDINATE ALL OPENINGS AND INSERTS
WITH THE APPROPRIATE SUBCONTRACTORS. HANGING DEVICES SHALL BE INSTALLED SO AS NOT TO OVERLOAD THE
ASSEMBLY OR ANY OTHER STRUCTURAL COMPONENTS. I T IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND ALL PRESENT
ON THE SITE.
DIMENSIONS: AL L DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR
TO INSURE THE PROPER INTERFACING WITH EXISTING CONDITIONS. IF ANY CONFLICT OCCURS BETWEEN ANY PART OF
THESES DOCUMENTS THE CONTRACTOR IS TO NOTIFY THE ARCHITECT IMMEDIATELY. IF THE ARCHITECT IS NOT
AFFORDED THE OPPORTUNITY TO CLARIFY OR MODIFY ANY CONFLICTS, THE CONTRACTOR ASSUMES RESPONSIBILITY
FOR RESOLVING ANY PROBLEMS WHICH MAY HAVE DEVELOPED.
RESPONSIBILITY; IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE
TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES BUT IS NOT
LIMITED TO THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY.
SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF
THE PROJECT. I T IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE MEANS AND METHODS REQUIRED TO
ACHIEVE THE INTENT OF THESE DRAWINGS.
CONFLICTS: WHERE CONFLICTS OCCUR BETWEEN THE SPECIFICATIONS, REFERENCED CODES, NOTES ,AND WORKING
DRAWINGS, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO
NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS FOR DIRECTION.
COORDINATION: G ENERAL CONTRACTOR SHALL COORDINATE ALL OPENINGS AND INSERTS WITH THE APPROPRIATE
SUBCONTRACTORS ACCORDING TO THE PLANS. SEE SH OP DRAWINGS FOR ALL SUPPORTING STRUCTURES AND INSERTS
REQUIRED BY THE VARIOUS BUILDING SYSTEMS. ALL SUPPORT STRUCTURES AND HANGING DEVICES SHALL BE
INSTALLED SO AS NOT TO OVERLOAD THE STRUCTURE OR ANY STRUCTURAL COMPONENT. THE C ONTRACTOR SHALL
BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE AND ITS OCCUPANTS.
SUBMITTALS; THE REVIEW OF VARIOUS SUBMITTALS BY THE VARIOUS SUBCONTRACTORS AND PRE-ENGINEERED
SYSTEMS ENGINEER OF RECORD WILL BE TO: VER IFY THAT THE SUBMITTALS HAVE BEEN FURNISHED AND PREPARED
BY A QUALIFIED PERSON, THAT THE PREPARER HAS UNDERSTOOD THE INTENT OF THE DESIGN AND THE
CONSTRUCTION DOCUMENTS. NO DETAILED REVIEW WILL BE MADE BY THE ARCHITECT AND ENGINEER. THE GENERAL
CONTRACTOR SHALL CHECK AND STAMP THE SHOP DRAWINGS INDICATING THAT A THOROUGH REVIEW WAS
CONDUCTED AND STAMPED FOR CONFORMANCE PRIOR TO FORWARDING THEM TO THE ARCHITECT. THE ARCHITECT /
ENGINEER WILL REVIEW THE SHOP DRAWING SUBMITTAL ONCE AND IF FOUND NOT TO BE IN CONFORMANCE, THE
SUBMITTAL WILL BE REJECTED. ADD ITIONAL REVIEWS CAN BE PERFORMED FOR THE COST BURDEN DIRECTLY RELATED
TO THE ADDITIONAL REVIEW. FOR COLOR SELECTION, THE CONTRACTOR IS TO SUBMIT ALL COLOR RELATED
PRODUCTS AT ONE TIME TO INSURE CONTINUITY IN THE OVERALL COLOR SCHEME USED.
GRAPHIC SYMBOLS
1
DOOR MARK
A
WALL MARK
A
WINDOW MARK
DETAIL NO.
SHEET NO.
SECTION/DETAIL TARGET
ELEVATION NO.
SHEET NO.
ELEVATION REFERENCE
H 101
ROOM SPACE NUMBER
EXIT LIGHT (ILLUMINATED)
SECTION NO.
SHEET NO.
WALL OR PARTIAL
BUILDING SECTION
NORTH ARROW (TRUE)
SECTION NO
SHEET NO.
CROSS OR BUILDING
SECTION
A.B.
ABV.
ACC.
ACOUS.
A/C
A.D.
ADD.
ADH.
ADJ.
A.F.F.
AGG.
A.H.U.
ALUM.
ALT.
AMP.
ANC.
ANL.
ANOD.
A.P.
APX.
ARCH.
ASB.
ASPH.
ATTN
A.T.
AUTO.
@
ANCHOR BOLT
ABOVE
ACCESS
ACOUSTICAL
AIR CONDITIONING
AREA DRAIN
ADDENDUM
ADHESIVE
ADJUSTABLE
ABOVE FINISHED FLOOR
AGGREGATE
AIR HANDLING UNIT
ALUMINUM
ALTERNATE
AMPERE
ANCHOR, ANCHORAGE
ANGLE
ANODIZED
ACCESS PANEL
APPROXIMATE
ARCHITECT/ARCHITECTURAL
ASBESTOS
ASPHALT
ATTENTION
ACOUSTICAL TILE
AUTOMATIC
AT
BAL
BATT
BRG
BD.
BEL.
BETN.
BIT.
B.J.
B.JT.
BLDG.
BLK.
BLKG.
BM.
B.M.
B.M.U.
BOTT.
B.PL.
BR
BRG.
BRK.
B.S.
B.W .
BSMT.
B.T.U.
B.U.R.
BALANCE
BATTEN
BEARING
BOARD
BELOW
BETW EEN
BITUMINOUS
BAR JOIST
BED JOINT
BUILDING
BLOCK
BLOCKING
BEAM
BENCH MARK
BRICK MASONRY UNIT
BOTTOM
BEARING PLATE
BEDROOM
BEARING
BRICK
BOTH SIDES
BOTH WAYS
BASEMENT
BRITISH THERMAL UNIT
BUILT-UP ROOF
CAB.
CAP.
C.B.
CER.
CEM.
C.FL.
C.F.
C.G.
CHAM.
CHG.
C.I.
CIR.
C.J.
C.JT.
CK.
CL
C.L.
CLG.
CLOS
CLR.
C.M.T.
C.M.U.
COL.
CONC.
CONC. BLK
CONC. FL
COND.
CONN.
CONST.
CONT.
CONTR.
CORR.
CPT.
CSK.
CSMT.
C.ST.
C.T.
CABINET
CAPACITY
CATCH BASIN
CERAMIC
CEMENT
COUNTERFLASHING
CUBIC FEET
CORNER GUARD
CHAMFER
CHANGE
CAST IRON
CIRCLE
CONSTRUCTION JOINT
CONTROL JOINT
CAULKING
CENTER LINE
CHAIN LINK
CEILING
CLOSET
CLEAR
CERAMIC MOSAIC TILE
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONCRETE BLOCK
CONCRETE FLOOR
CONDUIT
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACT (CONTRACTOR)
CORRIDOR
CARPET
COUNTERSINK
CASEMENT
CAST STONE
CERAMIC TILE
LIST OF ABBREVIATIONS (ALPHABETIZED)
C.T.
CTR.
C.W .
C.FT.
C.YD.
CERAMIC TILE
COUNTER
COLD WATER
CUBIC FEET
CUBIC YARD
D.
D.A.
DBL.
DEMO.
DEP.
DEPT.
DET.
D.F.
D.H.
DIA. or ɸ
DIAG.
DIS.
DIFF.
DIM.
DIR.
DIV.
D.L.
DN.
DO.
DP.
DP.M.
DR.
D.S.
DTL.
DW .
D.W .
D/W
DW G.
DW R.
DRAIN
DOUBLE ACTING
DOUBLE
DEMOLISH, DEMOLITION
DEPRESSED
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DOUBLE HUNG
DIAMETER
DIAGONAL
DISPENSER
DIFFUSER
DIMENSION
DIRECTORY
DIVISION
DEAD LOAD
DOW N
DITTO
DAMPROOFING
DAMPROOFING MEMBRANE
DOOR
DOW NSPOUT
DETAIL
DRYW ALL
DUMBW AITER
DISHW ASHER
DRAW ING
DRAW ER
E.
EA.
E.B.
E.F.
E.J.
EL.
ELV
ELEC.
EMER.
ENC.
ENGR.
ENT.
E.P.
EQ.
EQUIP.
EST.
E.W .
E.W .C.
E.W .H.
EXCA.
EXH.
EXIST.
EXP.
EXT.
EAST
EACH
EXPANSION BOLT
EACH FACE
EXPANSION JOINT
ELEVATION
ELEVATOR
ELECTRIC
EMERGENCY
ENCLOSE (URE)
ENGINEER
ENTRANCE
ELECTRIC PANELBOARD
EQUAL
EQUIPMENT
ESTIMATE
EACH WAY
ELECTRIC WATER COOLER
ELECTRIC WATER HEATER
EXCAVATE
EXHAUST
EXISTING
EXPOSED
EXTERIOR
FAB
F.A.
F.B.
F.B.C.
F.B.O.
F.D.
F.E.
F.F.
F.E.C.
F.F.E.
F.F.L.
F.G.
FGL.
FIG
FIN.
FIXT.
F.JT.
FLSHG.
FLR.
FLUR.
FND.
FP.
FPL.
FR.
F.S.
FT
FTG.
FUR.
FUT.
F.V.
FABRICATE
FIRE ALARM
FACE BRICK
FLORIDA BUILDING CODE
FUNISHED BY OTHERS
FLOOR DRAIN
FIRE EXTINGUISHER
FACTORY FINISHED
FIRE EXTINGUISHER CABINET
FINISHED FLOOR ELEVATION
FINISHED FLOOR LINE
FIXED GLASS
FIBERGLASS
FIGURE
FINISHED
FIXTURE
FLUSH JOINT
FLASHING
FLOOR
FLUORESCENT
FOUNDATION
FIREPROOF
FIREPLACE
FRAME (D) (ING)
FULL SIZE
FOOT
FOOTING
FURRED
FUTURE
FIELD VERIFY
G.
GAS
GA.
GAUGE
GAL.
GALLON
GALV.
GALVANIZED
G.B.
GRAB BAR
G.C.
GENERAL CONTRACT(OR)
GD.
GRADE
G.I.T.
GLAZED INTERIOR TILE
GKT.
GASKET
GL.
GLASS, GLAZING
GOVT.
GOVERNMENT
G.P.
GALVANIZED PIPE
GRN.
GRANITE
G.R.V.
GRAVITY ROOF VENTILATOR
G.S.
GRAVEL STOP
GT.
GROUT
G.W.B./GYP. BD.-- GYPSUM WALLBOARD
H
H.B.
H.C.
H.D.
HDW .
H.F.E.
H.M.
HOR.
HR.
HT.
HGT.
HVAC.
H.W .
HW D
HIGH
HOSE BIB
HOLLOW CORE or HANDICAPPED
HEAVY DUTY
HARDW ARE
HALON FIRE EXTINGUISHER
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING
HEATING, VENTILATING
AND AIR CONDITIONING
HOT WATER
HARDW OOD
I.D.
ILK.
IN.
INCL.
INSUL
INT.
INV.
INSIDE DIAMETER
INTERLOCK
INCHES
INCLUDE
INSULATION
INTERIOR
INVERT
JAN.
JB
J.F.
JST.
JT.
JANITOR
JUNCTION BOX
JOINT FILLER
JOIST
JOINT
KD
KNOCK DOWN
KO
KNOCK OUT
K.S.
KNEE SPACE
L.
LAB.
LAM
LAM. PLAS.
LAV.
LG.
L.H.
LINO
LIN. FT.
LKR.
L.L.
L.L.H.
L.L.V.
LMS.
LT.
L.T.
LTL.
LVR.
LW .
LW .C.
LENGTH
LABORATORY
LAMINATED
LAMINATED PLASTIC
LAVATORY
LONG
LEFT HAND
LINOLEUM
LINEAL FEET
LOCKER
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LIMESTONE
LIGHT
LIQUID TILE
LINTEL
LOUVER
LIGHTW EIGHT
LIGHTWEIGHT CONCRETE
M.
MACH.
MAR.T.
MAS.
MAX.
M.B.
MBR.
M.C.
MED.
MTL.
MECH.
MFR.
M.H.
M.H.O.
MIN.
METER
MACHINE
MARBLE THRESHOLD
MASONRY
MAXIMUM
MARKER BOARD
MEMBER
MEDICINE CABINET
MEDIUM
METAL
MECHANICAL
MANUFACTURE (R)
MANHOLE
MAGNETIC HOLD OPEN
MINIMUM
MIR.
MISC.
MLD.
M.O.
MOD.
MOV.
MR
MT.
MTL.
MULL.
MICRO
N.
N/A
NAT.
N.I.C.
NO.
NOM
N.R.
N.T.S.
OA.
O.A.
OBS.
O.C.
O.D.
OFF.
OH.
O.H.
O.J.
OPG.
OP.H.
OPP.
PC.C
PED.
PERF.
PERI.
PERM.
PERP
P.F.L.
PFD.
P.G.
PK.
PL.
P.L.
PLAS.
PNL.
PR.
PRES.
PREENG.
PREFAB.
PREP.
PROJ.
PSC.
PSF.
PSI.
P.T.
P.T.D.
PTN.
PW D.
PVC.
Q.T.
QTR.
QTY.
R.
R.A.
RAD.
R.C.P.
R.D.
RECEP.
RECT.
REF.
REFL
REG
REINF.
REQ.
RES.
RET.
REV.
RFG.
RF.H.
RH
R.L.
RM.
R.O.
R.O.W .
MIRROR
MISCELLANEOUS
MOLDING
MASONRY OPENING
MODULAR
MOVABLE
MOISTER RESISTANT
MOUNTED
MATERIAL
MULLION
MICROW AVE
NORTH
NOT APPLICABLE
NATURAL
NOT INCLUDED IN THIS CONTRACT
NUMBER
NOMINAL
NOISE REDUCTION
NOT TO SCALE
OVERALL
OUTSIDE AIR
OBSCURE
ON CENTER
OUTSIDE DIAMETER
OFFICE
OVERHEAD
OVERHANG
OPEN-WEB JOIST
OPENING
OPPOSITE HAND
OPPOSITE
PRECAST CONCRETE
PEDESTAL
PERFORATE (D)
PERIMETER
PERMANENT
PERPENDICULAR
POUNDS PER LINEAL FOOT
PREFINISHED
PLATE GLASS
PARKING
PLATE
PROPERTY LINE
PLASTER
PANEL
PAIR
PRESSURE
PRE-ENGINEERED
PRE-FABRICATED
PREPARE
PROJECTOR
PRESTRESSED CONCRETE
POUND PER SQUARE FOOT (FEET)
POUNDS PER SQUARE INCH
PRESSURE TREATED
PAPER TOWEL DISPENSER
PARTITION
PLYW OOD
POLYVINYL CHLORIDE
QUARRY TILE
QUARTER
QUANTITY
RISER
RETURN AIR
RADIUS
REINFORCED CONCRETE PIPE
ROOF DRAIN
RECEPTACLE
RECTANGULAR
REFERENCE, REFRIGERATOR
REFLECTIVE
REGISTER
REINFORCED
REQUIRED
RESILIENT
RETURN
REVISION OR REVISED
ROOFING
ROOF HATCH
RIGHT HANDED
RAIN LEADER
ROOM
ROUGH OPENING
RIGHT OF WAY
RVS.
REVERSE
S.
S4S.
SAN.
S.B.C.
SC.
S.C.
SCH.
SCN.
S.D.
SEC.
SERV.
SGL.
SH
SHT.
SHTH.
SIM.
S.J.
SKY.
SL.
SP.
SPEC.
SPK.
SQ.
SQ. FT.
SS.
S.S.
ST.
STD.
STO.
STR.
SUB
SUSP.
SYM
SYS.
SOUTH, SWITCH
SURFACED FOUR SIDES
SANITARY
SOUTHERN BUILDING CODE
SOLID CORE
SEALED CONCRETE
SCHEDULED
SCREEN
STORM DRAIN
SECTION
SERVICE
SINGLE
SHELF
SHEET
SHEATHING
SIMILAR
SAW JOINT
SKYLIGHT
SLEEVE
SOUNDPROOFING
SPECIFICATION
SPEAKER
SQUARE
SQUARE FEET
SERVICE SINK
STAINLESS STEEL
STEEL
STANDARD
STORAGE
STRUCTURAL
SUBCONTRACTOR
SUSPENDED
SYMMETRICAL
SYSTEM
T.
T.B.
T.C.
TEL.
TERR
T.G.,TEM.
T&G
T&B
THK.
THR.
THRU.
T.J.
TKBD.
T.O.W .
TPTN.
T.P.D.
T.S.
T.V.
TYP.
THREAD
TACK BOARD
TERRA COTTA
TELEPHONE
TERRACE
TEMPERED GLASS
TONGUE & GROOVE
TOP AND BOTTOM
THICKNESS
THRESHOLD
THROUGH
TOOLED JOINT
TACKBOARD
TOP OF WALL
TOILET PARTITION
TOILET PAPER DISPENSER
TUBULAR STEEL
TELEVISION
TYPICAL
UC.
UNF.
UL
U.N.O.
UR.
UNDERCUT
UNFINISHED
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
URINAL
V.
VAC.
VAR.
V.C.T.
VERT.
VEST.
VOL.
VENT
VINYL
VACUUM
VARNISH
VINYL COMPOSITION TILE
VERTICAL
VESTIBULE
VOLUME
VENTILATION
W.
W/
W .B.
W .C.
W D.
W .G.
W .H.
W /H
W DW .
W .I.
W .M.
W /O
W .P.
W .R.
W T.
W .W .F.
W .W .M.
W EST
W ITH
WOOD BASE
WATER CLOSET
W OOD
WIRE GLASS
WALL HUNG
WATER HEATER
W INDOW
WROUGHT IRON
WIRE MESH
W ITHOUT
WATERPROOF (ING)
WATER REPELLENT
W EIGHT
WELDED WIRE FABRIC
WELDED WIRE MESH
15"
MA
X.
CONTROL
AREA
SHOWER HEAD
W/ SPRAY HANDLE
H.C.
WATER
CLOSET
12"
42" MIN
FEMININE NAPKIN
DISPOSAL WHERE
SPECIFIED
WASTE
RECEPTACLE
GRAB BAR
BENCH
TOWEL BAR
TOILET
PAPER
HOLDER
STANDARD MOUNTING HEIGHTS
H.C.
URINAL
H.C. TILT
MIRROR
PAPER
TOWEL
DISPENSER
WARM
AIR
HAND
DRYER
H.C.
LAV
17" MIN
8" 6"
MI MA
NX
WALL
CLOCK
- LIGHT SWITCH
- THERMOSTAT
- FIRE ALARM
- WINDOW CORD
- INTERCOM CONTROL
FIRE ALARM
HORN
FIRE ALARM
STROBE
FIRE
EXTINGUISHER
ELECTRICAL
RECEPTACLES
EMERGENCY BATTERY
LIGHT BACK-UP
ROOM NAME
& ROOM
NUMBER
H.C.
WATER
COOLER
17"-19"
8" 6"
MI MA
NX
TV MOUNTING
BRACKET
TYP MARKERBOARD
OR TACKBOARD
BASE
IMPACT
GWB 1 SIDE
GWB 1
SIDE
SOUND
BATT.
INSULATION
3-5/8" METAL
STUDS @ 16"
o.c.
A
GWB EA.
SIDE
SOUND
BATT.
INSULATION
3-5/8" METAL
STUDS @ 16"
o.c.
B
CERAMIC
TILE 1 SIDE
TO 6'-6"
CERAMIC
BACKER BOARD
SOUND
BATT.
INSULATION
3-5/8" METAL
STUDS @ 16"
o.c.
C
NOTE: WALL HEIGHTS SHALL BE 12" ABOVE HIGHEST ADJACENT CEILING HEIGHT U.O.N.
CERAMIC
TILE 1 SIDE
TO 6'-6"
CERAMIC
BACKER BOARD
GWB
SOUND
BATT.
INSULATION
3-5/8" METAL
STUDS @ 16"
o.c.
D
WALL TYPES
GWB EA.
SIDE
SOUND
BATT.
INSULATION
6" METAL
STUDS @ 16"
o.c.
E
CERAMIC
TILE 1 SIDE
TO 6'-6"
CERAMIC
BACKER BOARD
SOUND
BATT.
INSULATION
6" METAL
STUDS @ 16"
o.c.
F
CERAMIC
TILE 1 SIDE
TO 6'-6"
CERAMIC
BACKER BOARD
GWB
SOUND
BATT.
INSULATION
6" METAL
STUDS @ 16"
o.c.
G
GWB 1 SI DE
SOUND
BATT.
INSULATION
6" METAL
STUDS @ 16"
o.c.
8" CMU
H
J
GWB 1 SI DE
1.5" FURRING
STRIPS
1.5" RIDGID
INS.
STUCCO
8" CMU
K
Revisions
No. Desc. Date
CRG
CRG ARCHITECTS
/ PALATKA, INC.
216A ST. JOHN'S AVE.
PALATKA, FL 32177
AA0 0 0 2 6 0 4
p. 386 - 325 - 0213
f. 386 - 328 - 1401
BID SET
Seal / Signature
Project number
Date
Drawn by
Checked by
015ZA08
11-19-T25B
JK
A002
OF
Scale
SHEETS
1 : 35
SOUND
BATTS
5/8" GWB
JAMB
BEYOND
SOUND
SEAL
MTL.
STUDS
@ 16" 0.C.
5/8" IMPACT GWB
MTL. RUNNER
HOLLOW
MTL. FRAME
WOOD DOOR
HEAD
MTL.
STUDS
@ 16" 0.C.
SOUND
BATTS
5/8" IMPACT GWB
HOLLOW
MTL. FRAME
ANCHOR CLIP
3 PER JAMB
WOOD DOOR
JAMB
DOOR JAMB
BEYOND
CARPET
STC RATED
WOOD DOOR
MECHANICAL
SOUND SEAL
VINYL TRANSITION
STRIP
SILL
3
HEAD JAMB SILL
SCALE: 3" = 1'-0"
Number
G0043
G0047
G0048
G0049
G0050
G0051
G0051A
G0052
G0055
G0056
G0057
Name
Room Schedule
Floor Finish Base Finish
MECH
OFFICE
OFFICE
OFFICE
OFFICE
EQUIPMENT
CLOSET
SUPPLIES
OFFICE
SUPPLIES
CONFERENCE ROOM
-
CPT
CPT
CPT
CPT
-
-
-
CPT
LVTP
CPT
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
Wall Finish Ceiling Finish
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
GWB, IMPACT GWB
-
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
2' x 2' ACT (AT-1)
DOOR SCHEDULE
Frame
Door
Mark W
H
T Material Door Type Material Hardware Fire Rating Comments
01
3' - 0"
7' - 0" 1 3/4"
HM
HALF-LITE
WD
OFFICE
02
3' - 0"
7' - 0" 1 3/4"
HM
SOLID
WD
SUPPLIES
03
3' - 0"
7' - 0" 1 3/4"
HM
HALF-LITE
WD
OFFICE
04
3' - 0"
7' - 0" 1 3/4"
HM
HALF-LITE
WD
OFFICE
05
3' - 0"
7' - 0" 1 3/4"
HM
HALF-LITE
WD
OFFICE
06
3' - 0"
7' - 0" 1 3/4"
HM
HALF-LITE
WD
OFFICE
07
3' - 0"
7' - 0" 1 3/4"
HM
HALF-LITE
WD
OFFICE
08
3' - 0"
7' - 0" 1 3/4"
HM
HALF-LITE
WD
OFFICE
09
3' - 0"
7' - 0" 1 3/4"
HM
SOLID
WD
SUPPLIES
10
3' - 0"
7' - 0" 1 3/4"
HM
SOLID
WD
SUPPLIES
0
2,7,8
0
2,7
0
2,7,8
0
2,7,8
0
2,7,8
0
2,7,8
0
2,7,8
0
2,7,8
0
2,7
0
2,7
DOOR SCHEDULE LEGEND
2 PANEL
SF
M
GL
SC/WD
HM
ALUM
E
E REL
THRESH
MET
WD
HL
F
NL
2 PANEL WOOD DOOR (CHERRY)
STOREFRONT
METAL (GALV. ) W/ INSULATED CORE
GLASS
SOLID CORE WOOD (PRE-FINISHED)
HOLLOW METAL
ALUMINIM
EXISTING
EXISTING RELOCATED
THRESHOLD
METAL
WOOD
HALF-LITE
FLUSH
NARROW-LITE
DOOR SCHEDULE NOTES
1.
PROVIDE NEW HOLLOW CORE PRE-FINISHED 2 PANEL
WOOD DOORS AND FRAME.
2.
PROVIDE NEW SOLID CORE PRE-FINISHED FLUSH WOOD
DOORS AND HM FRAME.
3.
PROVIDE NEW STOREFRONT DOORS AND/OR WINDOWS
AND FRAME.
4.
PROVIDE NEW ALUM. THRESH (1/2" MAX HEIGHT)
5.
1 HOUR FIRE RATED
6.
PROVIDE NEW MARBLE THRESH
7.
PROVIDE LVT TRANSITION STRIP
8.
SOUND RATED DOOR-LITE KIT STC-35
9.
PROVIDE ADA COMPLIANT DOOR OPENING DEVICE
GENERAL NOTE: CONTRACTOR SHALL KEY NEW DOORS ALL ON
THE SAME KEYING SYSTEM. CO ORDINATE REQUIRED KEYING WITH
OWNER.
FINISH SCHEDULE LEGEND
CONC
CT
VCT
WD
E
LP
CPT
CONCRETE (TROWEL FINISH, SEAL)
CERAMIC FLOOR TILE
VINYL COMPOSITION TILE
6" WOOD BASE
EXISTING
LAMINATE PLASTIC
CARPET TILE
FINISH SCHEDULE NOTES
1.
GWB AT WALLS SHALL HAVE A FINISH THAT MATCHES
EXISTING ADJACENT WALL TEXTURE
2.
PAINT SHEEN AT WALLS SHALL BE EGGSHELL
3.
GWB AT CEILINGS SHALL HAVE A SMOOTH LEVEL 4 FINISH
4.
EXISTING WALLS TO BE PROTECTED, PATCH AND REPAIR
EXISTING SURFACES AND SEAL
5.
PROVIDE (2) COLORS OF PAINT AT WALLS, ARCHITECT
SHALL PROVIDE DIRECTION
WD
GL
GWB
CMU
EXP
MRGWB
AT-1
WOOD
GLAZING OR GLASS
GYPSUM WALL BOARD (PAINTED)
CONCRETE MASONRY UNITS (PAINTED)
EXPOSED
MOISTURE RESISTANT GYPSUM WALL BOARD
CEILING TILE (24" x 24" TEGULAR TILE)
6.
1' X 2' CERAMIC FLOOR TILE (1 COLOR)
7.
1' x 2' CERAMIC WALL TILE (2 COLORS)
8.
PROVIDE 4" ENCAPSULATED BATT INSULATION OVER
ENTIRE CEILING
9.
PROVIDE WOOD CHAIR RAIL AT ALL WALL SERVICES
10. PROVIDE LAP SIDING WAINSCOT AND CHAIR RAIL
11. PAINT SHEEN AT WALLS SHALL BE SEMI-GLOSS
PREP EXISTING CMU WALLS w/ MOLD INHIBITOR & PAINT
DN
OFFICE
OFFICE
OFFICE
OFFICE
CLOSET EQUIPMENT SUPPLIES
G0047
G0048
G0049
G0050
G0051A G0051
G0052
04
05
ADD SOUND BATT INS. ABOVE EXISTING DROP CEILINGS
06
07
08
09
10
MECH
G0043
2
DN
A300
1
A300
REMOVE EXTERIOR WALL
SHEATHING. ADD SOUND BATT INS.
ADD (1) LAYER OF 5/8" IMPACT GWB
CORRIDOR
G0031
EXTEND TOP OF WALLS TO
UNDERSIDE OF ROOF DECK,
PROVIDE SOUND BATT INS.
IN WALL CAVITIES
3
A101
3
SOUND
A101
RATED
DOOR-LITE
KIT STC-35
3
A101
3
A101
FIELD VERIFY
1"
INSULATED
GLASS
6
A200
HALF-LITE
DOOR
SOLID CORE WD
HM FRAME, PAINT
HALF-LITE
DOOR
SOLID CORE WD
HM FRAME, PAINT
3
A101
4
DOOR ELEVATIONS
SCALE: 1/2" = 1'-0"
3
A101
5 WINDOW ELEVATION
SCALE: 1/2" = 1'-0"
UPPER SPACE OF GYM FLOOR BELOW
Revisions
No. Desc. Date
CRG
CRG ARCHITECTS
/ PALATKA, INC.
216A ST. JOHN'S AVE.
PALATKA, FL 32177
AA0 0 0 2 6 0 4
p. 386 - 325 - 0213
f. 386 - 328 - 1401
BID SET
EXISTING ELEC PANEL
EXISTING ELEC PANELS
GYM 1ST 2 SCALE: 1/16" = 1'-0"
16' - 2 3/4"
DN
10' - 2"
A200
7
1
A300
1' -2" 3' -0"
01
17' - 6"
5' - 10" 3' -0"
7' - 10"
23' - 0"
8' -3"
3' -0" 2' -3" 3' -0" 2' -6" 3' -0" 2' -6" 3' -0" 2' -6" 3' -0" 2' -4"
02
03
4-
A2--0- 0
CORRIDOR
G0030
OFFICE
G0055
229 SF
G0055
SUPPLIES
G0056
100 SF
G0056
CONFERENCE
ROOM
G0057
302 SF
G0057
1 1/2" FURRING STRIPS, 5/8" GWB
55' - 11 1/4"
EXTEND TOP OF WALLS TO
UNDERSIDE OF ROOF DECK,
PROVIDE SOUND BATT INS.
IN WALL CAVITIES
DN
2
A300
MECH
G0053
1
OVERALL SECOND FLOOR PLAN
SCALE: 1/8" = 1'-0"
GENERAL NOTE:
OWNER SHALL REMOVE ALL FURNITURE PRIOR TO CONSTRUCTION ACTIVITIES
Seal / Signature
Project number
Date
Drawn by
Checked by
015ZA08
11-19-T25B
JK
A101
OF
SH EETS
Scale
As indicated
CEILING PLAN LEGEND
24" x 24" SUSPENDED
ACOUSTICAL CEILING
TILE SYSTEM
DENSGLASS
EXTERIOR
BOARD CEILING
GYPSUM BOARD
CEILING
AT-1, AT-2, GWB,
EXPOSED, ETC.
(SEE SPECS)
CEILING TYPE
(SEE SPECS)
CEILING TYPE
HEIGHT A.F.F.
24" x 48" LED LIGHT
FIXTURE (SUPPORT ALL 4
SIDES w/ TIE WIRES)
PENDANT
LIGHT FIXTURE
EMERGENCY 24" x 48" LED
LIGHT FIXTURE (SUPPORT
ALL 4 SIDES w/ TIE WIRES)
EMERGENCY
PENDANT
LIGHT FIXTURE
24" x 24" LED LIGHT
FIXTURE (SUPPORT ALL 4
SIDES w/ TIE WIRES)
DECORATIVE
PENDANT
LIGHT FIXTURE
48" LED SURFACE
MOUNT
EMERGENCY 48"
LED SURFACE
MOUNT
LED TRACK
LIGHTING
WALL MOUNTED
LIGHT FIXTURE
EXIT LIGHT
FIXTURE
EXTRACTOR
FAN
RECESSED
DOWNLIGHT
FIXTURE
EMERGENCY
RECESSED
DOWNLIGHT
FIXTURE
AIR SUPPLY
AIR RETURN
EXIT SIGN WITH
EMERGENCY LIGHTING
REMOVE & REPLACE EXISTING WINDOWS w/ 1" INSULATED. FIELD VERIFY SIZES
Revisions
No. Desc. Date
LOUVERED VENT
Level 5
26' - 0"
CRG
CRG ARCHITECTS
/ PALATKA, INC.
216A ST. JOHN'S AVE.
PALATKA, FL 32177
AA0 0 0 2 6 0 4
p. 386 - 325 - 0213
f. 386 - 328 - 1401
BID SET
6
NORTH INT. ELEVATION
SCALE: 1/4" = 1'-0"
1
A300
3' -0"
FLOOR FINISH LEGEND
18" x 18" LUXURY
VINYL TILE (LVT)
LUXURY VINYL
TILE PLANK
(LVTP)
CARPET TILE (CPT)
7 SOUTH INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
17' - 6"
7' - 10"
1
A300
ELEC LEGEND
OUTLET
OUTLET QUAD
DATA
01
02
03
CPT
OFFICE
G0055
229 SF
SUPPLIES
G0056
100 SF
EXISTING CONC.
FLOOR
PROTECT
TV
CPT
4
PARTIAL FLOOR PLAN SOUTH
SCALE: 1/4" = 1'-0"
23' - 0"
CONFERENCE
ROOM
G0057
302 SF
1 1/2" FURRING STRIPS, 5/8" GWB
Level 1.5
8' - 0"
2 x 4 DIAGONAL BRACING @ TOP OF WALLS ABOVE CEILING
7' -11 7/8"
AT-1
DISCONNECT
8' -0"
AT-1
DISCONNECT, PLACE CONDENSER AT GRADE
1 REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
GENERAL NOTE: MECHANICAL EQUIPMENT CONTRACTOR SHALL SIZE
DIFFUSERS APPROPRIATELY TO PROVIDE AIR AT THESE 3 SPACES
8' -0"
AT-1
Level 1.5
8' - 0"
Seal / Signature
Project number
Date
Drawn by
Checked by
015ZA08
11-19-T25B
JK
A200
OF
SH EETS
Scale
As indicated
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