18019-0024_OCCD_FDC_ISO_CELL_UNITS_F_&_G__100%CD_.pdf
PDF 23 MB Posted
- Solicitation number
- Y25-790-RC
- Issued by
- Orange County, Orlando City, Florida
About this file
The document is a set of architectural and engineering construction drawings for the Orange County Corrections Department's Female Detention Center Isolation Cell Renovations in Units F and G, located at 3503 Vision Blvd, Orlando, Florida. The project involves converting open group cell units in Quad B, Units F and G, into closed group units with swing doors, including railing modifications, revisions to mechanical, electrical, plumbing, fire protection, and fire alarm systems, addition of two single staff unisex restrooms, and three new exterior maintenance chases. The drawings are dated 05/22/2024 and represent 100% Construction Documents prepared by Rhodes+Brito Architects and C&S Companies, with structural, mechanical, electrical, plumbing, and fire protection engineering components.
The project's design team includes multiple consultants: Rhodes+Brito Architects for architectural services, C&S Companies for structural, fire protection, plumbing, mechanical, and electrical engineering, Fitzgerald Technology Group for technology services, and is being executed for the Orange County Government Capital Projects Division. The construction documents detail comprehensive renovations to existing detention facility infrastructure, including modifications to cell configurations, mechanical systems, electrical systems, and support spaces. The drawings provide extensive technical specifications for demolition, new construction, material selections, system upgrades, and detailed architectural and engineering requirements, ensuring compliance with Florida Building Code, Florida Accessibility Code, and specific corrections facility standards.
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Text version
THIS PROJECT INCLUDES CONVERTING THE OPEN GROUP
CELL UNITS IN THE FEMALE DETENTION CENTER, QUAD B,
UNITS F & G, INTO CLOSED GROUP UNITS WITH SWING
DOORS. PROJECT SCOPE INCLUDES RAILING
MODIFICATIONS, REVISION OF EXISTING MECHANICAL,
ELECTRICAL, PLUMBING, FIRE PROTECTION AND FIRE
ALARM SYSTEMS, ADDITION OF TWO SINGLE STAFF UNISEX
RESTROOMS, AND THREE NEW EXTERIOR MAINTENANCE
CHASES.
PROJECT DESIGN TEAM
PROJECT SCOPE
RHODES+BRITO ARCHITECTS
605 E. ROBINSON ST, SUITE 750
ORLANDO, FL 32801
PH. (407) 648-7288
CONTACT: DONALD WILLIAMS
ARCHITECTURAL
C&S COMPANIES
605 E. ROBINSON ST, SUITE 210
ORLANDO, FL 32801
PH: (407) 422-1118
CONTACT: ANDREA CELLA
STRUCTURAL
C&S COMPANIES
605 E. ROBINSON ST, SUITE 210
ORLANDO, FL 32801
PH: (407) 422-1118
CONTACT: BRYN CURRIE
FIRE
PROTECTION
C&S COMPANIES
605 E. ROBINSON ST, SUITE 210
ORLANDO, FL 32801
PH: (407) 422-1118
CONTACT: BRYN CURRIE
PLUMBING
C&S COMPANIES
605 E. ROBINSON ST, SUITE 210
ORLANDO, FL 32801
PH: (407) 422-1118
CONTACT: MATTHEW MCQUINN
MECHANICAL
C&S COMPANIES
605 E. ROBINSON ST, SUITE 210
ORLANDO, FL 32801
PH: (407) 422-1118
CONTACT: WILLIAM O'CONNOR
ELECTRICAL
FITZGERALD TECHNOLOGY GROUP
P.O. BOX 907
WINDERMERE, FL 34786
PH: (407) 491-2202
CONTACT: W DOUGLAS FITZGERALD
TECHNOLOGY
VICINITY MAP
PROJECT
LOCATION
A C CT T SEH IR
AA0002809
C&S COMPANIES
605 E. ROBINSON ST, SUITE 210
ORLANDO, FL 32801
PH: (407) 422-1118
CONTACT: WILLIAM O'CONNOR
FIRE ALARM
ORANGE COUNTY CORRECTIONS DEPARTMENT
FDC ISOLATION CELL RENOVATIONS IN UNITS F & G
100% CONSTRUCTION DOCUMENTS
05/22/2024
ORANGE COUNTY GOVERNMENT
CAPITAL PROJECTS DIVISION
400 East South Street, Suite 500 Orlando, FL 32801
3503 Vision Blvd.
Orlando, FL 32839
G000
DATE SUBMISSION / REVISION NO.
SF
r h o d e s + b r i t o A R C H I T E C T S
4" TYP
UNO
0 8 20
100'-0"
FIN FLOOR
A
A101
A2
A711
A2
A711
MATERIALS LEGEND
DRAWING FORMAT
LIST OF ABBREVIATIONS
DIMENSIONING DRAWING SYMBOL LEGEND
(123)
ROOM
NAME
OFFICE
A101
A711A scale:
drawn:
check:
date:
project no:
2001.001
01.01.01 date submission/revision no.
Client Logo and
Project Title
ALL REPRODUCTION
AND INTELLECTUAL
PROPERTY RIGHTS
RESERVED
c
CLIENT LOGO HERE
KEY PLAN HERE
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
19.02
TYP
TYP
G1
E1
C1
A1 A3
C3
E3
G3
A5 A7 A9
C5
EACH SHEET IS DIVIDED INTO A GRID. AN ALPHA-NUMERIC GRID COORDINATE SYSTEM IS USED TO ORGANIZE THE DRAWING TITLES
DRAWING TITLES ARE NUMBERED ACCORDING TO ITS LOCATION ON THE GRID. THE LOWER LEFT HAND CORNER GRID OF THE
DRAWING IS USED AS THE IDENTIFICATION NUMBER (SEE DIAGRAM).
COLUMN CENTERLINE
PARTITIONS ARE DIMENSIONED TO FACE OF STUDS, FACE OF CMU AND FACE OF
BLOCK UNLESS
INDICATED OTHERWISE
DIMENSIONS ARE INDICATED ON DRAWINGS, DO NOT SCALE DRAWINGS
6.
7.
PARTITION
KEYNOTE REFERENCE
ELEVATION
REFERENCE
REVISION
IDENTIFICATION
PARTITION TYPE
IDENTIFICATION
WINDOW TYPE
REVISION NUMBER
(REFER TO TITLE
BLOCK)
TARGET ELEVATION
TARGET DESCRIPTION
WINDOW DESIGNATION
(REFER TO WINDOW
SCHEDULE)
REFERENCE NUMBER
PARTITION TYPE
(REFER TO PARTITION
TYPE DETAILS)A
GRAPHIC SCALE
ELEVATION
REFERENCE
MULTIPLE INTERIOR H7
S
A5.68 W E
N
INDICATES FEET
DRAWING ON WHICH
ELEVATION OCCURS
MULTIPLE ELEVATION
NUMBER
ELEVATION ORIENTATION
ON PLANS
WHEN A ROOM/BUILDING/OBJECT CENTERLINE IS INDICATED, ONLY ONE SIDE OF
ELEMENT MAY BE
DIMENSIONED
PARTITIONS WITH FINISH FACE FLUSH WITH FINISH FACE OF COLUMN WILL NOT BE
DRAWN ON SMALL
SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY ON LARGER SCALE DRAWINGS.
COLUMN CENTERLINE
PARTITION FINISH FACE ON COLUMN OR GRID LINE WILL NOT BE DIMENSIONED ON
SMALL SCALE
PLANS BUT WILL BE DRAWN ACCORDINGLY ON LARGER SCALE DRAWINGS.
PARTITIONS CENTERED ON COLUMNS OR GRID LINES WILL NOT BE DIMENSIONED ON
SMALL SCALE
PLANS BUT WILL BE DRAWN ACCORDINGLY ON LARGER SCALE DRAWINGS.
5.
4.
PARTITION
3.
B. AS DIMENSIONED
COLUMN CENTERLINE
PARTITION
DOOR LOCATION
DOORS ARE LOCATED BY ONE OF THE FOLLOWING:
A. ONE JAMB FACE LOCATED BY A PARTITION AT RIGHT ANGLE.
2.
1.
PARTITION
DOOR
INTERIOR
ELEVATION
REFERENCE
ACCESSORY
IDENTIFICATION
DOOR NUMBER
SPOT
ELEVATION
REFERENCE
TRUE
NORTH
ARROW
DOOR NUMBER
(SEE DOOR SCHEDULE)
TARGET ELEVATION
ACCESSORY TYPE
(REFER TO ACCESSORY
SCHEDULE)A
ELEVATION NUMBER
ELEVATION ORIENTATION
DRAWING ON WHICH
ELEVATION OCCURS
ROOM SPACE IDENTIFICATION NOTATION
BUILDING AREA
WALL SECTION
OR BUILDING
SECTION
REFERENCE
NUMBER
DRAWING ON WHICH
SECTION OCCURS
SECTION ORIENTATION
SECTION NUMBER
ROOM NAME
COLUMN
IDENTIFICATION
B
DETAIL
REFERENCE
A3.11
H6
COLUMN CENTERLINE
DRAWING ON WHICH
DETAIL OCCURS
DETAIL NUMBER
REVISION SYMBOLS
IDENTIFICATION
SPACE
REVISION AREA
REVISION NUMBER
SPACE NAME
SPACE NUMBER
NET ROOM AREA (SF)
DRAWING SHEET NUMBERS
SUBCATEGORY
SHEET NUMBER
ITEM
CATEGORY
DISCIPLINE:
L - Landscape
S - Structural
A - Architectural
P - Plumbing
E - Electrical
M - Mechanical (HVAC)
C - Civil
RIGID INSULATION
POROUS FILL
GYPSUM BOARD /
GROUT FILL
BATT INSULATION
STEEL
PLYWOOD
(OR GLULAM)
CONTINUOUS
ROUGH LUMBER
DISCONTINUOUS
ROUGH LUMBER
CONCRETE MASONRY UNITSFINISH LUMBER
CONCRETE
EARTH
PROJECT
NORTH
ARROW
DRAWING INDEX
BEXISTING COLUMN
INDENTIFICATION
MISCELLANEOUS CHANNEL
MECHANICAL/ELECTRICAL/PLUMBING
LAMINATED VENEER LUMBER
COMPT COMPARTMENT
BW
BVL
BOTH WAYS
BEVELED
BM
BSL
BS
BOT
BRK
BUR
BRG PL
BRG
BSMT
BO
BD
BLDG
BLK(G)
BIT
BET
BEL
BENCH MARK
BUILDING SETBACK LINE
BUILT UP ROOFING
BOTH SIDES
BEARING PLATE
BOTTOM OF
BASEMENT
BRICK
BEARING
BOTTOM
BITUMINOUS
BLOCK(ING)
BUILDING
BOARD
BETWEEN
BELOW
CP
CT
CYD
CORR
CRS
CR
CSMT
CENTER POINT
CUBIC YARD
COURSE(S)
CORRUGATED
CERAMIC TILE
CHROMIUM (PLATED)
CASEMENT
ADDENDUMADD
A/V
AUTO
ASPH
ASB
ARCH
APROX
ANOD
AP
AHU
A/E
ADD'D
ANC
ALUM
ALT
ADJ
ADH
AFF
ANCHOR(AGE)
AUDIO VISUAL
ACCESS PANEL
APPROXIMATE
ARCHITECT(URAL)
ANODIZED
ASBESTOS
ASPHALT
AUTOMATIC
AIR HANDLING UNIT
ARCHITECT/ENGINEER
ADDITIONAL
ABOVE FINISHED FLOOR
ADJUSTABLE
ADHESIVE
ALTERNATE
ALUMINUM
AD
AB
A/C
ACT
ACPL
AC
ACC
ABV
ACOUSTICAL
ACOUSTICAL PLASTER
ACOUSTICAL TILE
AIR CONDITIONING
ANCHOR BOLT
AREA DRAIN
ABOVE
ACCESS
CI CAST IRON
CNTRSNK
CO
CONN
CONT
CONTR
CONST
CONC
COL
CNTR
CLOS
CK
CJ
CMU
CLS
CLR
CIR
CLC
CIP
CONNECTION
COUNTERSINK
CONTRACT(OR)
CONTINUOUS
CONSTRTION
CLEAN OUT
CENTER
CONCRETE
COLUMN
CONTROL JOINT
CAST-IN-PLACE
CONC MASONRY UNIT
CLEAR(ANCE)
CLOSET
CAULK
CEILING
CLOSURE
CIRCLE
CG
C/C
CAT
CFT
CHAM
CHT
CB
CAB
CORNER GUARD
CENTER TO CENTER
CUBIC FOOT
CEILING HEIGHT
CAST BASIN
CATEGORY
CHAMFER
CABINET
MANHOLEMH
INVERTINV
FRP FIBERGLASS REINFORCED
PLASTICEJ EXPANSION JOINT
GALVANIZED STEEL SHEET
EQUIP
EXT
EXP
EX
EST
ESC
EWC
ENGR
EQ
ENCL
EMER
ELEV
EL
EP
ELEC
EQUIPMENT
EXPANDED(EXPANSION)
ELECTRIC WATER COOLER
EXTERIOR
EXISTING
ESTIMATE
ESCALATOR
ELECTRICAL POWERBOARD
ENGINEER
EQUAL
ENCLOSE(URE)
EMERGENCY
ELEVATOR
ELEVATION
ELECTRICAL
GKT GASKET(ED)
GP
GYP
GWB
GYPBD
GLAM
GL
GSS
GYPSUM WALL BOARD
GYPSUM BOARD
GLUE LAMINATED
GALVANIZED PIPE
GYPSUM
GLASS
GA
GI
GEN'L
GD
GB
GC
GALV
FURN
FT
FUT
FUR
FS
FTG
FRT
GALVANIZED IRON
GENERAL CONTRACTOR
GALVANIZED
GAUGE
GENERAL
GRADE
GRAB BAR
FURNITURE/FURNISHINGS
FIRE-RETARDANT
FOOT
FUTURE
FURRING
FULL SIZE
FOOTING
JT
KIT
KO
JC
JB
JF
JST
IPS
JOINT
KITCHEN
KNOCKOUT
JANITOR CLOSET
JUNCTION BOX
JOINT FILLER
IRON PIPE SIZE
JOIST
MIR
MISC
MIN
MTD
MO
MM
MT
MASONRY OPENING
MIRROR
MISCELLANEOUS
MILLIMETER
MINIMUM
METAL THRESHOLD
MOUNTED
FIRE-RESISTANT COATING
FIRE EXTINGUISHER CABINET
FINISHED FLOOR ELEVATION
EXTERIOR INSULATION & FINISH
SYSTEM
DISP DISPENSER
EB
EIFS
E
EA
DWR
DR
DN
DWG
DRB
DS
DIV DR
DTL
DL
DP
EXPANSION BOLT
EAST
EACH
DRAWER
DIVISION DOOR
DAMP PROOFING
DOOR
DOWN
DRAWING
DRAIN BOARD
DOWN SPOUT
DETAIL
DEAD LOAD
DEPT
DBL
DF
DH
DIM
DIA
DEP
DEMO
DRINKING FOUNTAIN
DEMOLISH, DEMOLITION
DEPARTMENT
DOUBLE
DIMENSION
DOUBLE HUNG
DIAGONAL
DEPRESSED
FF FACTORY FINISH
FR
FND
FPL
FRC
FP
FOS
FOF
FOM
FOC
FLUOR
FH
FJT
FLR
FLEX
FLG
FFE
FIN
FGL
FRAME(D)(ING)
FOUNDATION
FLOOR PLATE
FACE OF STUDS
FACE OF FINISH
FACE OF MASONRY
FACE OF CONCRETE
FIREPROOF
FLUORESCENT
FIRE HYDRANT
FLUSH JOINT
FIBERGLASS
FLOOR
FLEXIBLE
FLASHING
FINISH(ED)
FBO
FCO
FEC
FE
FA
FAS
FD
FB
FURNISHED BY OTHERS
FLOOR CLEAN OUT
FIRE EXTINGUISHER
FIRE ALARM
FASTEN, FASTENER
FLOOR DRAIN
FACE BRICK
INSULATED BY CONTRACTOR
HEATING/VENTILATING/AIR
CONDITIONING
HP HIGH POINT
INCL
INT
IBC
INFO
ID
INSUL
HR
HWH
HRDW
HWD
HD HT
HTG
HT
HVAC
HOT
WATER
HEATER
INCLUDE(D)(ING)
INFORMATION
INSIDE DIAMETER
INSULATION
INTERIOR
HARDWOOD
HEAD HEIGHT
HOUR
HARDWARE
HEATING
HEIGHT
HM
HB
HOR
HBD
HJT
HDR
HD
HC
HOLLOW METAL
HORIZONTAL
HARDBOARD
HEAD JOINT
HEAVY DUTY
HOLLOW CORE
HOSE BIBB
HEADER
LUMP SUMLS
MED
MEMB
MECH
MAS
MAT'L
MAX
MEP
MTL
MFR
LVR
LVL
MC
M
LT
MATERIAL
MECHANICAL
MEDIUM
MEMBRANE
MAXIMUM
MANUFACTURER
METAL
MASONRY
LOUVER
METER
LIGHT
LAV
LAM
LBL
LAB
LF
LH
LB
LL
LAVATORY
LAMINATE
LINEAR FOOT
LEFT HAND
LABORATORY
LAG BOLT
LIVE LOAD
LABEL
WROUGHT IRON
VINYL ASBESTOS TILE
WELDED WIRE FABRIC
WALL TO WALL
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
VAPOR BARRIER
VINYL COMPOSITION TILE
WHEEL BUMPER
WATER REPELLENT
WATERPROOFING
WATER CLOSET
WHB
STANDARDSTD
ROOMRM
PRE CAST CONCRETEPCC
ROUGH OPENING
REVERSE(SIDE)
RIGHT OF WAY
RAIN WATER CONDUCTOR
POLYVINYL CHLORIDE
POUNDS PER CUBIC FOOT
POUNDS PER LINEAL FOOT
POUNDS PER SQUARE FOOT
POINT/PRESSURE TREATED
POUNDS PER SQUARE INCH
PROPERTY LINE/PLATE
PREFABRICATE(D)
PRE FINISHED
PLASTIC LAMINATE
PAIR/PROPOSAL REQUEST
PRELIMINARYPRELIM
PVC
PSF
PT
PSI
PRF
PTN
PVMT
PERFORMED
PARTITION
PAVEMENT
PLF
PLYWD
PREFAB
PNT
PR
POL
PLBG
PNL
PNTD
PLYWOOD
PAINT
POLISHED
PLUMBING
PANEL
PAINTED
PCF
PG
PL
PERIM
PH
PFN
PJ
PLAM
PLAS
PLATE GLASS
PERIMETER
PHASE
PANEL JOINT
PLASTER
RO
ROW
RVS
RWC
TOP OF MASONRY
TONGUE AND GROOVE
TOILET PARTITION
TOILET PAPER DISPENSER
THRES THRESHOLD
TR TRANSOM
TYPICAL
TELEVISION
TYP
TV
TOLERANCE
TOP OF
TOP OF STEEL
TOP OF WALL
TOILET
TOL
TO
TOM
TOS
TOW
TLT
TPTN
TPD
TOWEL BAR
TREAD
THICK(NESS)
TEMPORARY
TERRAZZO
TELEPHONE
TB
T
T&G
THK
TEMP
TER
TEL
SYSTEM
SYNTHETIC
SYMMETRY(ICAL)
SUSPENDED
STRUCTURAL
STORAGE
STEEL
SYS
SYN
SYM
SUS
STR
STOR
STL
WTW
WWF
WI
WSCT
WO
WM
WIN
WTH
WS
WR
WP
WAINSCOT
WITHOUT
WIRED MESH
WINDOW
WIDTH
WATER STOP
RUBBER BASE
REQUEST FOR INFO
ROOF HATCH
REFLECTED CEILING PLAN
REVISION(S),(D)
REFLECT(ED),(ING)
REFRIGERATOR
RAIN LEADER
REINFORCE(D),(ING)
QUARRY TILE
VERTICAL DATUM
NATIONAL GEODETIC
NOT APPLICABLE
NOT IN CONTRACT
OUTSIDE DIAMETER
NOT TO SCALE
OVERFLOW ROOF DRAIN
OPPOSITE HAND
PC
OV
OPP
ORD
OS
PRE CAST
OVERALL
OPPOSITE
OUTSIDE
OC
OFC
OH
OD
OPG
OH/OPH
ON CENTER
OFFICE
OVERHEAD
OPENING
NGVD
N
NA
NIC
NO
NOM
NTS
NORTH
NUMBER
NOMINAL
RADIUSRAD
RFI
RFH
RFG
REV
RES
RET
RH
RFL
RL
ROOFING
RESILIENT
RETURN
RIGHT HAND
REQ'D
RD
RB
RCP
REM
REF
REFR
REG
REINF
REQUIRED
ROOF DRAIN
REMOVE
REFERENCE
REGISTER
RA
R
QTR
QT
RETURN AIR
RISER
QUARTER
SLAB ON GRADE
STAINLESS STEEL
SPECIFICATION(S)
SHELVINGSH
STATION
SQUARE YARD
SQUARE INCH
SQUARE
SPECIAL
SPEAKER
SPACER
STA
SQ/YD
SQ/IN
SS
SQ
SPEC
SPL
SPK
SPCR
SEALER
STEEL JOIST
SHELVING
SOUND PROOF
SLEEVE
SIMILAR
SHEET
SHEATHING
SOG
SLR
SJ
SHELV
SP
SL
SIM
SHT
SHTH
SQUARE FOOT
SOUTH
STORM DRAIN
SOLID CORE
SHEET GLASS
SECTION
SCHEDULE
SAFETY GLASS
SF
S
SD
SC
SG
SECT
SCHED
SFGL
W/
WH
WB
WD
WG
W
WC
WITH
WALL HUNG
WOOD BASE
WOOD
WIRED GLASS
WEST
VAT
VEST
VB
VCT
VAR
VERT
VESTIBULE
VARNISH
VERTICAL
UNF
UR
UL
UNO
UC
UNFINISHED
URINAL
UNDERCUT
OPCI OWNER PROVIDED
CONTRACTOR INSTALLED
OPOI OWNER PROVIDED
OWNER INSTALLED
CPCI CONTRACTOR PROVIDED
CONTRACTOR INSTALLED
RECEP RECEPTIONIST
SECRETARYSECR
SECURITYSECU
AHJ AUTHORITY HAVING JURISDICTION
VOL VOLUME
FV FIELD VERIFIED
ARCHITECTURAL
REV. NO. SHEET NAME
AD101 DEMOLITION PLAN - OVERALL
AD201F DEMOLITION PLAN - LEVEL 1, UNIT F
AD201G DEMOLITION PLAN - LEVEL 1, UNIT G
AD202F DEMOLITION PLAN - LEVEL 2, UNIT F
AD202G DEMOLITION PLAN - LEVEL 2, UNIT G
A101 FLOOR PLAN - OVERALL
A111F FLOOR PLAN - LEVEL 1, UNIT F
A111G FLOOR PLAN - LEVEL 1, UNIT G
A112F FLOOR PLAN - LEVEL 2, UNIT F
A112G FLOOR PLAN - LEVEL 2, UNIT G
A131F REFLECTED CEILING PLAN - LEVEL 1, UNIT F
A131G REFLECTED CEILING PLAN - LEVEL 1, UNIT G
A132F REFLECTED CEILING PLAN - LEVEL 2, UNIT F
A132G REFLECTED CEILING PLAN - LEVEL 2, UNIT G
A141 ROOF PLAN
A201 EXTERIOR ELEVATIONS
A202 EXTERIOR ELEVATIONS
A221 INTERIOR ELEVATIONS
A301 PARTIAL BUILDING SECTIONS
A321 WALL SECTIONS
A401 ENLARGED CHASE PLANS
A402 ENLARGED RESTROOM PLANS AND DETAILS
A403 ENLARGED STAIR PLAN, SECTIONS &
DETAILS
A501 EXTERIOR DETAILS
A601 DOOR SCHEDULE AND DETAILS
A602 STOREFRONT TYPES AND DETAILS
A621 ROOM FINISH SCHEDULE AND DETAILS
A901 3D VIEWS
GENERAL
REV. NO. SHEET NAME
G000 COVER SHEET
G001 GENERAL INFORMATION AND DRAWING
INDEX
G041 WALL TYPES / DETAILS
G101 LIFE SAFETY PLAN - LEVEL 1
G102 LIFE SAFETY PLAN - LEVEL 2
SCALE:
DATE:
DRAWN BY:
CHECK BY:
PROJECT NUMBER:
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
ALL REPRODUCTION AND INTELLECTUAL
PROPERTY RIGHTS RESERVED ©
Seal
NOT FOR CONSTRUCTION
CAPITAL PROJECTS
DIVISION
Consultants
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
225 E. Robinson Street, Suite 145 Orlando, Florida 32801
Phone: 407-422-1118
C&S Engineers, Inc.
FL. L.B. No. 7513 COA No. 7602
12" = 1'-0"
G001
GENERAL
INFORMATION AND
DRAWING INDEX
DW
CM
05/22/2024
18019-0024
04/26/2024
DONALD M. WILLIAMS, AIA
FL REG NO 92126
ORANGE COUNTY
CORRECTIONS
DEPARTMENT
FDC ISOLATION CELL
RENOVATIONS IN UNITS
F & G
3503 Vision Blvd.
Orlando, FL 32839
100% CONSTRUCTION DOCUMENTS
ELECTRICAL
REV. NO. SHEET NAME
E100 SYMBOLS, LEGEND, & GENERAL NOTES
E101 OVERALL FLOOR PLAN
ED111F DEMOLITION PLAN - LEVEL 1, UNIT F
ED111G DEMOLITION PLAN - LEVEL 1, UNIT G
ED112F DEMOLITION PLAN - LEVEL 2, UNIT F
ED112G DEMOLITION PLAN - LEVEL 2, UNIT G
ED113F DEMOLITION PLAN - ROOF, UNIT F
ED113G DEMOLITION PLAN - ROOF, UNIT G
E111F LIGHTING PLAN - LEVL 1, UNIT F
E111G LIGHTING PLAN - LEVL 1, UNIT G
E112F LIGHTING PLAN - LEVEL 2, UNIT F
E112G LIGHTING PLAN - LEVEL 2, UNIT G
E201 EXTERIOR LIGHTING ELEVATIONS
E221F POWER, COMMUNICATION, AND SECURITY
PLAN - LEVEL 1, UNIT F
E221G POWER, COMMUNICATION, AND SECURITY
PLAN - LEVEL 1, UNIT G
E222F POWER, COMMUNICATION, AND SECURITY
PLAN - LEVEL 2, UNIT F
E222G POWER, COMMUNICATION, AND SECURITY
PLAN - LEVEL 2, UNIT G
E223F POWER PLAN - ROOF, UNIT F
E223G POWER PLAN - ROOF, UNIT G
E401 ENLARGED FLOOR PLANS
E501 ONE-LINE DIAGRAM
E502 PANEL SCHEDULES
MECHANICAL
REV. NO. SHEET NAME
M100 LEGEND, ABBREVIATIONS AND GENERAL
NOTES
MD111F DEMOLITION PLAN - LEVEL 1, UNIT F
MD111G DEMOLTION PLAN - LEVEL 1, UNIT G
MD112F DEMOLITION PLAN - LEVEL 2, UNIT F
MD112G DEMOLITION PLAN - LEVEL 2, UNIT G
MD113F DEMOLITION ROOF PLAN - UNIT F
MD113G DEMOLITION ROOF PLAN - UNIT G
M111F FLOOR PLAN - LEVEL 1, UNIT F
M111G FLOOR PLAN - LEVEL 1, UNIT G
M112F FLOOR PLAN - LEVEL 2, UNIT F
M112G FLOOR PLAN - LEVEL 2, UNIT G
M113F ROOF PLAN - UNIT F
M113G ROOF PLAN - UNIT G
M401 HVAC SECTIONS
M501 HVAC DETAILS
M601 SCHEDULES
M701 CONTROLS
PLUMBING
REV. NO. SHEET NAME
P001 GENERAL NOTES AND DETAILS
PD111F LEVEL 1 - UNIT F SANITARY PLUMBING
DEMOLITION
PD111G LEVEL 1 - UNIT G SANITARY PLUMBING
DEMOLITION
PD112F LEVEL 1 - UNIT F DOMESTIC PLUMBING
DEMOLITION
PD112G LEVEL 1 - UNIT G DOMESTIC PLUMBING
DEMOLITION
PD301 PLUMBING DEMOLITION SECTIONS &
ELEVATIONS
P111F LEVEL 1 - UNIT F SANITARY PLUMBING
P111G LEVEL 1 - UNIT G SANITARY PLUMBING
P112F LEVEL 1 - UNIT F DOMESTIC PLUMBING
P112G LEVEL 1 - UNIT G DOMESTIC PLUMBING
P113F LEVEL 2 - UNIT F SANITARY PLUMBING
P113G LEVEL 2 - UNIT G SANITARY PLUMBING
P114F LEVEL 2 - UNIT F DOMESTIC PLUMBING
P114G LEVEL 2 - UNIT G DOMESTIC PLUMBING
P601F LEVEL 1 & 2 - UNIT F SANITARY RISER
P601G LEVEL 1 & 2 - UNIT G SANITARY RISER
P602F LEVEL 1 & 2 - UNIT F DOMESTIC RISER
P602G LEVEL 1 & 2 - UNIT G DOMESTIC RISER
FIRE PROTECTION
REV. NO. SHEET NAME
FP001 GENERAL NOTES AND DETAILS
FPD111 LEVEL 1 - FIRE PROTECTION DEMOLITION
FPD112 LEVEL 2 - FIRE PROTECTION DEMOLITION
FP111 LEVEL 1 - FIRE PROTECTION
FP112 LEVEL 2 - FIRE PROTECTION
FIRE ALARM
REV. NO. SHEET NAME
FA100 LEGEND, ABBREVIATIONS, & GENERAL
NOTES
FAD111F DEMOLITION PLAN - LEVEL 1, UNIT F
FAD111G DEMOLITION PLAN - LEVEL 1, UNIT G
FAD112F DEMOLITION PLAN - LEVEL 2, UNIT F
FAD112G DEMOLITION PLAN - LEVEL 2, UNIT G
FA111F FIRE ALARM PLAN - LEVEL 1, UNIT F
FA111G FIRE ALARM PLAN - LEVEL 1, UNIT G
FA112F FIRE ALARM PLAN - LEVEL 2, UNIT F
FA112G FIRE ALARM PLAN - LEVEL 2, UNIT G
STRUCTURAL
REV. NO. SHEET NAME
S001 GENERAL NOTES
S002 THRESHOLD INSPECTIONS
SD101 OVERALL DEMO FOUNDATION PLAN
SD111 OVERALL MEZZANINE DEMO PLAN
SD111F SLAB DEMOLITION PLAN - UNIT F
SD111G SLAB DEMOLITION PLAN - UNIT G
SD112F MEZZANINE LEVEL DEMOLITION PLAN - UNIT F
SD112G MEZZANINE LEVEL DEMOLITION PLAN - UNIT G
SD121 OVERALL ROOF DEMO PLAN
SD501 DEMO DETAILS
S101 OVERALL SLAB PLAN
S102 OVERALL 2ND FLOOR PLAN
S111F FOUNDATION & 1ST FLOOR SLAB PLAN - UNIT F
S111G FOUNDATION & 1ST FLOOR SLAB PLAN - UNIT G
S112F MEZZANINE FRAMING PLAN - UNIT F
S112G MEZZANINE FRAMING PLAN - UNIT G
S113 OVERALL ROOF FRAMING PLAN
S201 STRUCTURAL ELEVATIONS AND SECTIONS
S301 SECTIONS
S401 ENLARGED PLANS
S501 STRUCTURAL DETAILS
S502 STRUCTURAL DETAILS
DATE SUBMISSION/REVISION NO.
H
KEY I (DIAMOND)
MATERIAL DESCRIPTION
SHAFT WALLS
METAL STUDSS
WALL TYPES (KEY I + KEY II + KEY III + KEY IV + KEY V) =
M MASONRY
C CONCRETE
W WOOD STUDS
X** COMBINATION
E* EXISTING
** PREFIX TO BE ADDED IN
FRONT OF MATERIAL DESCRIPTION
0.6
KEY II (DIAMOND)
MATERIAL WIDTH
5/8" FURRING OR CHANNELS
1/2" FURRING OR CHANNELS0.5
0.7 3/4" FURRING OR CHANNELS
0.8 7/8" FURRING OR CHANNELS
FURRING SIZES
TYPICAL MATERIAL WIDTHS
2 2-1/2" STUDS OR 1-5/8" CMU
1-5/8" STUDS OR CHANNELS1
3 3-5/8" STUDS
4 4" STUDS OR 3-5/8" CMU
6 6" STUDS OR 5-5/8" CMU
8 8" STUDS OR 7-5/8" CMU
10 9-5/8" CMU
12 11-5/8" CMU
K METAL STUD WALL STACKED OVER MASONRY
X (COMBINATION) SPECIAL MATERIAL CODES
METAL STUD + CONCRETE
METAL STUD + CMU0-19
WOOD STUD + CMU
WOOD STUD + CONCRETE
CMU + CONCRETE
USER DEFINED
20-39
40-59
60-79
80-89
90-99
KEY IV (FIRST QUAD)
PRIMARY WALL MODIFER
B TO 6" ABOVE CEILING, UNO
TO UNDERSIDE OF DECKA
C TO UNDERSIDE OF CEILING
D VARIABLE HEIGHT
E INFILL EXISTING OPENING
G-Z USER DEFINED (OTHER THAN
WHAT IS DEFINED ABOVE)
I,O NOT USED
WALL HEIGHTS
N
KEY V (SECOND QUAD)
SECONDARY WALL MODIFER
RESILIENT CHANNELS (W/ GYP BOARD AND
SOUND INSULATION)
INSULATION ( SOUND ATTENUATION)S
L LEAD LINED GYP BOARD ( W/ SOUND INSULATION)
V VAPOR BARRIER
M FOAM-IN-PLACE INSULATION
A-Z USER DEFINED (OTHER THAN WHAT IS
DEFINED ABOVE)
I,O NOT USED
H SAND FILLED
F METAL STUD FURRING, ON TOP OF
BASE WALL ABOVE CEILING
PA PLUMBING CHASE WALL BOTH STUDS TO DECK
PB PLUMBING CHASE WALL 1 STUD TO DECK
DIMENSIONAL THICKNESS OF WALL#
"C" CONCRETE MATERIAL WIDTHS
KI+II+III
KEYIV KEYV
ADDITIONAL
NOTES
EXAMPLE WALL TYPE (S3AS) = S3
A S
3-5/8" FULL HEIGHT, NOT RATED,
INSULATED METAL STUD WALL
R1
KEY III (DIAMOND)
WALL RATING
1 HR RATED
FIRE RATEDR
R2 2 HR RATED
K SMOKE PARTITION
B1 1 HR RATED SMOKE BARRIER
B2 2 HR RATED SMOKE BARRIER
F METAL STUD FURRING
M8
UNDERSIDE OF ROOF/
FLOOR DECK
FLOOR SLAB
FINISH AS
SCHEDULED
8" REINFORCED CMU TO
UNDERSIDE OF DECK,
TYP UNLESS NOTED
OTHERWISE
FINISH AS
SCHEDULED
CEILING AS
SCHEDULED
BASE AS
SCHEDULED
SECURELY ANCHOR TO
DECK, FIRE RESISTIVE
JOINT SYSTEM - UL
DESIGN HW-D-0022 AT
RATED WALL CONDITIONS
TYPE
A-Z
AT "B" HEIGHT PARTITIONS
WHERE WALL DOES NOT
EXTEND TO DECK ABOVE
GROUT FILL TOP COURSE
A-Z
GROUT FILL TOP
(1) COURSES AT
TOP OF WALL,
TYP
PROVIDE
REINFORCING
AS DESCRIBED
IN GENERAL
PARTITION TYPE
NOTES
M
IN
FOAM-IN-PLACE
INSULATION AT M#M"
PARTITIONS SAND FILL
CELLS AT "M#H"
SEAL SMOKE TIGHT AT
"K" & "B" WALL TYPE
CONDITIONS
ADD FOAM-IN-PLACE INSULATION IN CMU CELLS
SMOKE PARTITION, 8"CMU
2 HR RATED PARTITION, 8"CMU
M8
M8K
M8R2
8" CMU, NOT RATED
TYPE DESCRIPTION REF DESIGN
2 HR RATED SMOKE BARRIER, 8"CMUM8B2
UL DESIGN U905
UL DESIGN U905
M8#-M
ACOUSTICALLY SEAL TOP OF WALL TO UNDERSIDE OF DECKM8#-S
M8-B 8" CMU TO 4" ABOVE CEILING
SAND FILL IN CMU CELLSM8#-H
M8R1 UL DESIGN U9051 HR RATED PARTITION, 8"CMU
M8R#
A-ZA-Z
M8K
A-ZA-Z
1 HR RATED SMOKE BARRIER, 8"CMUM8B1 UL DESIGN U905
M8B#
A-ZA-Z SCALE:
DATE:
DRAWN BY:
CHECK BY:
PROJECT NUMBER:
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
ALL REPRODUCTION AND INTELLECTUAL
PROPERTY RIGHTS RESERVED ©
Seal
NOT FOR CONSTRUCTION
CAPITAL PROJECTS
DIVISION
Consultants
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
225 E. Robinson Street, Suite 145 Orlando, Florida 32801
Phone: 407-422-1118
C&S Engineers, Inc.
FL. L.B. No. 7513 COA No. 7602
1" = 1'-0"
G041
WALL TYPES / DETAILS
DW
CM
05/22/2024
18019-0024
04/26/2024
DONALD M. WILLIAMS, AIA
FL REG NO 92126
ORANGE COUNTY
CORRECTIONS
DEPARTMENT
FDC ISOLATION CELL
RENOVATIONS IN UNITS
F & G
3503 Vision Blvd.
Orlando, FL 32839
100% CONSTRUCTION DOCUMENTS
GENERAL NOTE: INFORMATION
ON THIS SHEET IS FOR
REFERENCE ONLY, GENERAL
CONTRACTOR SHALL COMPLY
AND COORDINATE WITH THE
LATEST UL DESIGNS
GENERAL NOTES - WALL TYPES
1 REFER TO PLANS FOR LOCATION AND EXTENTS OF RATED WALLS. THE
CONSTRUCTION OF ALL RATED WALLS SHALL CONFORM TO THE REFERENCED
UNDERWRITERS LABORATORIES, INC (UL) OR GYPSUM ASSOCIATION (GA) TEST
ASSEMBLY NUMBERS INDICATED. THE REFERENCED UL OR GA TEST ASSEMBLY
MAY CONTAIN PROPRIETARY PRODUCTS AND/OR MATERIALS WHICH MUST BE
FURNISHED.
2 PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS (REFER DIV 7) AND
THROUGH-PENETRATION FIRESTOP DEVICES (REFER DIV 7), SEALANTS AND
RELATED PRODUCTS FOR FIRE-RATED FLOOR AND WALL PENETRATIONS (AND
SEALING TOP OF RATED WALLS TO DECK). THIS WORK ALSO INCLUDES
FIRESTOPPING AT PENETRATIONS THROUGH ALL FIRE-RATED WALLS AND
FLOORS. ALL RATED WALL PENETRATIONS SHALL MAINTAIN THE INTEGRITY OF
THE WALL ASSEMBLY. PROVIDE FIRESTOP SEALANT BETWEEN CMU AND STUD
WALL CONSTRUCTION AT ALL FIRE RATED / SMOKE TIGHT RATED WALLS.
3 THE FOLLOWING STATEMENT: " FIRE AND/OR SMOKE BARRIER—PROTECT ALL
OPENINGS", SHALL BE PLACED ABOVE CEILING HEIGHT AND IN CONCEALED
LOCATIONS STENCILED ON ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,
SMOKE BARRIERS, AND SMOKE PARTITIONS, OR ANY OTHER WALL REQUIRED TO
HAVE PROTECTED OPENINGS OR PENETRATIONS. STENCILING SHALL USE 3"
HIGH LETTERING WITH A MINIMUM OF 3/8 INCH STROKE IN CONTRASTING COLOR
INCORPORATING THE STENCILED STATEMENT. SUCH LETTERING SHALL BE
LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT
EXEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION
AND AT EACH CHANGE IN WALL OR PARTITION PLACEMENT.
4 AT EXISTING WALLS SCHEDULED AS SMOKE OR FIRE RATED WALLS, PATCH/INFILL
EXISTING OPENINGS CAUSED BY REMOVED HVAC DUCTS, PIPES, ETC AS
REQUIRED TO ACHIEVE COMPLETE FIRE RATED ASSEMBLY OR SMOKE WALL.
REFER TO WALL DETAIL SHEETS AND UL DETAILS FOR PATCHING AND INFILLING.
5 AT CERAMIC TILE INSTALLATIONS AT SHOWERS AND OTHER AREAS EXPOSED TO
DIRECT WATER SHALL RECEIVE WATERPROOFING MEMBRANE OVER
CEMENTITOUS TILE BACKER BOARD.
6 PARTITIONS AND WALLS AT ALL RESTROOM, AND WET AREAS NOT EXPOSED TO
DIRECT WATER SHALL RECEIVE MOISTURE RESISTANT BOARD. PARTITIONS AND
WALLS AT AREAS AT UNCONDITIONED AREAS OR AREAS WITHOUT HUMIDITY
CONTROL SHALL RECEIVE EXTERIOR SHEATHING IN LIEU OF GYP BOARD
SCHEDULED AT THE PARTITION.
7 SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS FOR HEIGHTS,
QUANTITY AND TYPE OF ALL FINISHES LOCATED ON PARTITIONS AND WALLS.
8 AT ALL WALLS, INCLUDING NON-RATED, ACOUSTICAL, FIRE RATED AND SMOKE
PARTITIONS, ELECTRICAL OUTLETS AND OTHER SERVICE PENETRATIONS AND
OPENINGS IN OPPOSITE SIDES OF THE PARTITION SHALL BE SEPARATED BY TWO
COMPLETE STUD SPACES ACROSS LENGTH OF WALL. SHOULD CONDITIONS BE
PRESENT WHERE THIS DISTANCE IS LESS THAN 24", PROVIDE WALL OPENING
PROTECTIVE MATERIALS (CLIV) AS DESCRIBED IN THE UL BXUV DIRECTORY
ACCORDING TO THE REQUIREMENTS OF THEIR CLASSIFICATION.
9 GYPSUM BOARD TO BE INSTALLED A MINIMUM OF 1/2" ABOVE THE FLOOR SLAB.
REMOVE AND REPLACE EXISTING WATER AND MOISTURE DAMAGED GYPSUM
BOARD WHERE IT OCCURS.
10 LIGHT GAUGE METAL STUD MFR / FABRICATOR SHALL PROVIDE SIGNED AND
SEALED ENGINEERED SHOP DRAWINGS FOR THE DESIGN OF BRACING,
ANCHORAGE, FASTENERS, LAYOUT AND OTHER RELATED WORK FOR COLD
FORMED, LIGHT GAUGE METAL STUD, SHAFTWALL PARTITIONS, CEILINGS, AND
OTHER RELATED FABRICATIONS. DESIGN OF COLD FORMED METAL FRAMING
SHALL CONFORM TO THE LATEST EDITION OF "SPECIFICATION FOR THE DESIGN
OF COLD-FORMED STRUCTURAL STEEL MEMBERS" (AISI). DESIGN OF
NONSTRUCTURAL STEEL FRAMING SHALL CONFORM TO THE LATEST EDITION OF
"STANDARD SPECIFICATION OF NONSTRUCTURAL STEEL FRAMING MEMBERS"
(ASTM).
11 CONTRACTOR SHALL REFER TO AND COORDINATE WALL TYPE PARTITIONS WITH
EXTERIOR ELEVATIONS, WALL SECTIONS, EXTERIRO DETAILS AND STRUCTURAL
DRAWINGS FOR EXTERIOR WALL DETAILING, FINISHES AND REINFORCING.
12 WHERE ABUSE RESISTANT GYP BOARD IS REQUIRED, INSTALL SHEETS FROM
FLOOR LEVEL TO 8 FEET ABOVE FLOOR. THE REMAINING HEIGHT OF WALL SHALL
BE STANDARD GYP BOARD WITH MATCHING THICKNESS AND/ OR RATING (AS
APPLICABLE). AREAS UTILIZING ABUSE RESISTANT GYP BOARD SHALL INCLUDE
BUT IS NOT LIMITED TO SERVICE AREAS, PUBLIC LOBBY, KITCHEN, VENDING,
CUSTODIAL, AND HIGH TRAFFIC CORRIDORS.
13 FOR REINFORCEMENT OF CMU WALLS REFER TO STRUCTURAL DRAWINGS. THIS
IS TO INCLUDE BUT LIMITED TO VERTICAL CELL REINFORCING, CONCRETE TIE
BEAMS, GROUT FILLED BOND BEAMS AND BRACING OF WALLS TO STRUCTURE
ABOVE.
14 FOR WALL ANCHORAGE TO STRUCTURE REFER TO STRUCTURAL DRAWINGS.
15 REFER TO LIFE SAFETY PLANS FOR LOCATION AND EXTENTS OF RATED WALLS.
16 WHEN A PARTITION TYPE THAT HAS MULTIPLE LAYERS OF GYPSUM BOARD IS TO
ALIGN WITH ANOTHER PARTITION TYPE WITH (1) LAYER OF GYPSUM BOARD,
ADJUST WALL TO ENSURE THAT THE OTHER GYPSUM BOARD LAYER(S) WILL BE
FLUSH WITH ADJACENT PARTITION TYPE.
WALL MOUNTED
FIRE EXTINGUISHER
CLASS: 2A: 10B: C
OCCUPANT LOAD USING EXIT
REQUIRED EXIT WIDTH (INCHES)
[OCCUPANT LOAD x 0.2"' per OCCUPANT]
PROVIDED EXIT WIDTH (INCHES)
FE
MAXIMUM TRAVEL DISTANCE TO AN
EXIT
DEAD END
CORRIDOR
SEMI-RECESSED
AUTOMATED EXTERNAL DEFIBRILLATOR
AED
XXX SF
XXX
ROOM AREA (SQUARE FEET)
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
LIFE SAFETY LEGEND
EXIT SIGN
EXIT SIGN WITH DIRECTIONAL ARROW
XXX
PERSONS
REQUIRED
PROVIDED
XX
XX"
XX"
EXISTING FIRE
RATED WALL
APPLICABLE CODES
1. FLORIDA BUILDING CODE (FBC) 2023 EIGHTH EDITION
2. FLORIDA ACCESSIBILITY CODE 2023 EIGHTH EDITIONN
3. FLORIDA PLUMBING CODE 2023 EIGHTH EDITION
4. FLORIDA MECHANICAL CODE 2023 EIGHTH EDITION
5. FLORIDA FIRE PREVENTION CODE (FFPC) 2023 EIGHTH EDITION
OTHER APPLICABLE CODE CRITERIA, BUT NOT LIMITED TO THE FOLLOWING:
1. NFPA 1, "UNIFORM FIRE CODE," 2024 ED. AS MODIFIED BY FFPC
2. NFPA 10, "STANDARD FOR PORTABLE FIRE EXTINGUISHERS," 2022 EDITION
3. NFPA 13, "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS," 2022
EDITION
4. NFPA 70, "NATIONAL ELECTRICAL CODE," 2023 EDITION
5. NFPA 72, "NATIONAL FIRE ALARM CODE," 2022 EDITION
6. NFPA 80, "STANDARD FOR FIRE DOORS AND FIRE WINDOWS," 2022 EDITION
7. NFPA 101, " LIFE SAFETY CODE," (LSC) 2024 ED., AS MODIFIED BY THE FFPC
8. NFPA 110, " STANDARD ON EMERGENCY AND STANDBY POWER SYSTEMS, 2022
EDITION.
9. FLORIDA CORRECTIONS ACCREDITATION COMMISSION STANDARDS, EDITION 4.11
10. FLORIDA MODEL JAIL STANDARDS
11. CLASSIFICATION OF WORK: ALTERATION LEVEL 3 PER FBC EIGHTH EDITION 2023
EXISTING BUILDING CHAPTER 6 SECTION 604
CONSTRUCTION CLASSIFICATION
1. OCCUPANCY CLASSIFICATION
1.1 CONSTRUCTION TYPE
1.2 ALLOWABLE HEIGHT
1.3 ALLOWABLE AREA
1.4 ALLOWABLE STORIES
INSTITUTIONAL I--3
II-B
NO CHANGES
NO CHANGES
NO CHANGES
2. EXISTING BUILDING CONSTRUCTION TYPE II-B
3. CONSTRUCTION AREA
3.1 BUILDING B, UNIT G - LEVEL 1
3.2 BUILDING B, UNIT G - LEVEL 2
3.3 STAFF RESTROOM
3.4 RENOVATION AREA - TOTAL
4,230 SF
1,752 SF
59 SF
6,041 SF
PROVIDEDREQUIRED
PLUMBING
MEANS OF EGRESS
1. MAXIMUM TRAVEL DISTANCE
TO AN EXIT
4. MINIMUM NUMBER OF EXITS
(INSTITUTIONAL I-3) =
200 FT, SPRNK
SEE LIFE
SAFETY PLAN
PER TABLE 403.1 / FBC 2020: PLUMBING
CHAPTER 10 - FBC 2020
(PER TABLE 1017.2 FBC 2020 -
EXIT ACCESS TRAVEL DISTANCE)
2. MAXIMUM COMMON PATH OF
TRAVEL
(PER TABLE 1006.2.1 FBC 2020 -
COMMON PATH OF EGRESS TRAVEL)
(PER SECTION 1006.3
EXIT OR EXIT ACCESS DOORWAYS
REQUIRED)
SEE LIFE
SAFETY PLAN
SEE LIFE
SAFETY PLAN
50 FEET
3. MAXIMUM DEAD END
CORRIDOR
(PER SECTION 1020.4 DEAD ENDS)
4. EXISTING NUMBER OF STORIES 2 STORIES
1.4 TOTAL OCCUPANT LOAD - UNIT G
1. OCCUPANT LOAD - BUILDING B, UNIT G
1.1 SLEEPING AREAS (1,973 SF/40)
OCCUPANT LOAD PER TABLE 1004.5 / FBC 2020
1.2 DAYROOM (2,907 SF/35)
1.3 STORAGE/UTILITY
(INSTITUTIONAL I-3) =
100 FT, SPRNK
5. EGRESS EXIT DOORS: MINUMUM 32 INCHES CLEAR WIDTH (NFPA 101_7.2.1.2.3.2)
6. FORCE TO OPEN, APPLIED AT THE LATCH STILE (FBC 1010.1.3/NFPA 101_ 7.2.1.4.5)
6.1. LESS THAN OR EQUAL TO 15 LBF TO OPERATE THE LATCH
6.2. LESS THAN OR EQUAL TO 30 LBF TO SET THE DOOR IN MOTION
6.3. LESS THAN OR EQUAL TO 15 LBF TO FULLY OPEN DOOR TO MINIMUN
REQUIRED WITDH
6.4. LESS THAN OR EQUAL TO 5 LBF FOR INTERIOR SIDE-HINGED OR PIVOTED
SWINGING DOORS WITHOUT CLOSERS
7. EXIT SIGNS: EXIT SIGNS ARE NOT REQUIRED IN DAYROOMS, SLEEPING ROOMS
OR DORMITORIES IN OCCUPANCIES IN GROUP I-3.
8. MEANS OF EGRESS SIZING:
OCCUPANTS x (0.2) FOR DOOR CLEAR OPENING WIDTH (FBC 1005.3.2) OCCUPANTS x (0.3) FOR STAIRWAYS WIDTH CAPACITY IN INCHES PER
OCCUPANT (FBC 1005.3.1)
SERVICE SINK
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
WATER CLOSETS
LAVATORIES
DRINKING FOUNTAIN
LEVEL 1 + LEVEL 2,
QUAD B - UNITS F & G: REQUIRED
1 PER CELL
1 PER CELL
PROVIDED
1 PER 100 20*
SEE LIFE
SAFETY PLAN
SHOWERS 1 PER 15 12
URINALS N/A ---
96 BEDS
N/A
SPECIFIED UNIT OF FLOOR SPACE (CHAPTER 16 - PHYSICAL PLANT):
1. MULTIPLE OCCUPANCY CELLS SHALL CONTAIN A MINIMUM OF 40 SQUARE FEET
OF FLOOR SPACE PER INMATE IN THE SLEEPING AREA
2. DAY ROOMS SHALL CONTAIN A MINIMUM OF 35 SQUARE FEET PER INMATE FOR
ALL CELL AREAS, EXCEPT DISCIPLINARY AND ADMINISTRATIVE CONFINEMENT.
FLORIDA MODEL JAIL STANDARDS
* PROPOSED COMBINATION TOILET/LAVATORY UNIT WITH
BUBBLER OPTION IN EACH CELL TO SATISFY DRINKING FOUNTAIN
REQUIREMENT
2876 SF
DAYROOM
221 SF
CELL
65 SF
STORAGE
29 SF
JANITOR
45 SF
CHASE
163 SF
CELL
163 SF
CELL
46 SF
CHASE
221 SF
CELL
61'-4" TRAVEL
DISTANCE THROUGH
COMMON ROOM
PERSONS
REQUIRED
PROVIDED
32"
27"
PERSONS
REQUIRED
PROVIDED
32"
27"
PERSONS
REQUIRED
PROVIDED
32"
27"
CONTINUATION
FROM G102
CONTINUATION
FROM G102
TRAVEL DISTANCE FROM
THIS POINT TO COMMON
PATH OF TRAVEL: 66'-0"
F G
E H
B C
A D
AREA
A
AREA
B
AREA
C
AREA
D
220 SF
CELL
65 SF
STORAGE
29 SF
JANITOR
163 SF
CELL
163 SF
CELL
187 SF
CELL
28 SF
CHASE
45 SF
CHASE
CONTINUATION
FROM G102
CONTINUATION
FROM G102
57' - 0" TRAVEL
DISTANCE
THROUGH
COMMON ROOM
MECHANICAL
B108
DAYROOM
(NIC)
B105
OUTDOOR
RECREATION
(NIC)
B119
OUTDOOR
RECREATION
(NIC)
B139
INDOOR
ACTIVITY
(NIC)
B104
ELECTRICAL
C175
PLUMBING
C174
CORRIDOR
C155
VEHICLE
SALLYPORT
C198
SALLYPORT
YARD
C190
LOBBY
C100
MAIN
CONTROL
ROOM
C104
CORRIDOR
C165
CORRIDOR
C169
OFFICE
C170
DAYROOM
B101
STORAGE
C172
CORRIDOR
B100
OFFICE (NIC)
B106
STAFF
RESTROOM
B107
CELL
B128
FEFEFE
FE FE FE FE
FEFEFE
INDIVIDUAL
SHOWER
B127A
INDIVIDUAL
SHOWER
B137A
ELECTRICAL
C155
STAFF
RESTROOM
A107
2877 SF
DAYROOM
SHOWERS
B127
SHOWERS
B137
SCALE:
DATE:
DRAWN BY:
CHECK BY:
PROJECT NUMBER:
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
ALL REPRODUCTION AND INTELLECTUAL
PROPERTY RIGHTS RESERVED ©
Seal
NOT FOR CONSTRUCTION
CAPITAL PROJECTS
DIVISION
Consultants
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
225 E. Robinson Street, Suite 145 Orlando, Florida 32801
Phone: 407-422-1118
C&S Engineers, Inc.
FL. L.B. No. 7513 COA No. 7602
As indicated
G101
LIFE SAFETY PLAN -
LEVEL 1
DW
CM
05/22/2024
18019-0024
04/26/2024
DONALD M. WILLIAMS, AIA
FL REG NO 92126
ORANGE COUNTY
CORRECTIONS
DEPARTMENT
FDC ISOLATION CELL
RENOVATIONS IN UNITS
F & G
3503 Vision Blvd.
Orlando, FL 32839
100% CONSTRUCTION DOCUMENTS
SCALE: 1/16" = 1'-0"G101
A1 LIFE SAFETY PLAN - LEVEL 1
OPEN
TO
OPEN
TO
BELOW
BELOW
OPEN
TO
BELOW
OPEN
TO
BELOW
OPEN
TO
BELOW
OPEN
TO
BELOW
OPEN
TO
BELOW
OPEN
TO
BELOW
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APPLICABLE CODES
1. FLORIDA BUILDING CODE (FBC) 2023 EIGHTH EDITION
2. FLORIDA ACCESSIBILITY CODE 2023 EIGHTH EDITIONN
3. FLORIDA PLUMBING CODE 2023 EIGHTH EDITION
4. FLORIDA MECHANICAL CODE 2023 EIGHTH EDITION
5. FLORIDA FIRE PREVENTION CODE (FFPC) 2023 EIGHTH EDITION
OTHER APPLICABLE CODE CRITERIA, BUT NOT LIMITED TO THE FOLLOWING:
1. NFPA 1, "UNIFORM FIRE CODE," 2024 ED. AS MODIFIED BY FFPC
2. NFPA 10, "STANDARD FOR PORTABLE FIRE EXTINGUISHERS," 2022 EDITION
3. NFPA 13, "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS," 2022
EDITION
4. NFPA 70, "NATIONAL ELECTRICAL CODE," 2023 EDITION
5. NFPA 72, "NATIONAL FIRE ALARM CODE," 2022 EDITION
6. NFPA 80, "STANDARD FOR FIRE DOORS AND FIRE WINDOWS," 2022 EDITION
7. NFPA 101, " LIFE SAFETY CODE," (LSC) 2024 ED., AS MODIFIED BY THE FFPC
8. NFPA 110, " STANDARD ON EMERGENCY AND STANDBY POWER SYSTEMS, 2022
EDITION.
9. FLORIDA CORRECTIONS ACCREDITATION COMMISSION STANDARDS, EDITION 4.11
10. FLORIDA MODEL JAIL STANDARDS
11. CLASSIFICATION OF WORK: ALTERATION LEVEL 3 PER FBC EIGHTH EDITION 2023
EXISTING BUILDING CHAPTER 6 SECTION 604
CONSTRUCTION CLASSIFICATION
1. OCCUPANCY CLASSIFICATION
1.1 CONSTRUCTION TYPE
1.2 ALLOWABLE HEIGHT
1.3 ALLOWABLE AREA
1.4 ALLOWABLE STORIES
INSTITUTIONAL I--3
II-B
NO CHANGES
NO CHANGES
NO CHANGES
2. EXISTING BUILDING CONSTRUCTION TYPE II-B
3. CONSTRUCTION AREA
3.1 BUILDING B, UNIT G - LEVEL 1
3.2 BUILDING B, UNIT G - LEVEL 2
3.3 STAFF RESTROOM
3.4 RENOVATION AREA - TOTAL
4,230 SF
1,752 SF
59 SF
6,041 SF
PROVIDEDREQUIRED
PLUMBING
MEANS OF EGRESS
1. MAXIMUM TRAVEL DISTANCE
TO AN EXIT
4. MINIMUM NUMBER OF EXITS
(INSTITUTIONAL I-3) =
200 FT, SPRNK
SEE LIFE
SAFETY PLAN
PER TABLE 403.1 / FBC 2020: PLUMBING
CHAPTER 10 - FBC 2020
(PER TABLE 1017.2 FBC 2020 -
EXIT ACCESS TRAVEL DISTANCE)
2. MAXIMUM COMMON PATH OF
TRAVEL
(PER TABLE 1006.2.1 FBC 2020 -
COMMON PATH OF EGRESS TRAVEL)
(PER SECTION 1006.3
EXIT OR EXIT ACCESS DOORWAYS
REQUIRED)
SEE LIFE
SAFETY PLAN
SEE LIFE
SAFETY PLAN
50 FEET
3. MAXIMUM DEAD END
CORRIDOR
(PER SECTION 1020.4 DEAD ENDS)
4. EXISTING NUMBER OF STORIES 2 STORIES
1.4 TOTAL OCCUPANT LOAD - UNIT G
1. OCCUPANT LOAD - BUILDING B, UNIT G
1.1 SLEEPING AREAS (1,973 SF/40)
OCCUPANT LOAD PER TABLE 1004.5 / FBC 2020
1.2 DAYROOM (2,907 SF/35)
1.3 STORAGE/UTILITY
(INSTITUTIONAL I-3) =
100 FT, SPRNK
5. EGRESS EXIT DOORS: MINUMUM 32 INCHES CLEAR WIDTH (NFPA 101_7.2.1.2.3.2)
6. FORCE TO OPEN, APPLIED AT THE LATCH STILE (FBC 1010.1.3/NFPA 101_ 7.2.1.4.5)
6.1. LESS THAN OR EQUAL TO 15 LBF TO OPERATE THE LATCH
6.2. LESS THAN OR EQUAL TO 30 LBF TO SET THE DOOR IN MOTION
6.3. LESS THAN OR EQUAL TO 15 LBF TO FULLY OPEN DOOR TO MINIMUN
REQUIRED WITDH
6.4. LESS THAN OR EQUAL TO 5 LBF FOR INTERIOR SIDE-HINGED OR PIVOTED
SWINGING DOORS WITHOUT CLOSERS
7. EXIT SIGNS: EXIT SIGNS ARE NOT REQUIRED IN DAYROOMS, SLEEPING ROOMS
OR DORMITORIES IN OCCUPANCIES IN GROUP I-3.
8. MEANS OF EGRESS SIZING:
OCCUPANTS x (0.2) FOR DOOR CLEAR OPENING WIDTH (FBC 1005.3.2) OCCUPANTS x (0.3) FOR STAIRWAYS WIDTH CAPACITY IN INCHES PER
OCCUPANT (FBC 1005.3.1)
SERVICE SINK
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
WATER CLOSETS
LAVATORIES
DRINKING FOUNTAIN
LEVEL 1 + LEVEL 2,
QUAD B - UNITS F & G: REQUIRED
1 PER CELL
1 PER CELL
PROVIDED
1 PER 100 20*
SEE LIFE
SAFETY PLAN
SHOWERS 1 PER 15 12
URINALS N/A ---
96 BEDS
N/A
SPECIFIED UNIT OF FLOOR SPACE (CHAPTER 16 - PHYSICAL PLANT):
1. MULTIPLE OCCUPANCY CELLS SHALL CONTAIN A MINIMUM OF 40 SQUARE FEET
OF FLOOR SPACE PER INMATE IN THE SLEEPING AREA
2. DAY ROOMS SHALL CONTAIN A MINIMUM OF 35 SQUARE FEET PER INMATE FOR
ALL CELL AREAS, EXCEPT DISCIPLINARY AND ADMINISTRATIVE CONFINEMENT.
FLORIDA MODEL JAIL STANDARDS
* PROPOSED COMBINATION TOILET/LAVATORY UNIT WITH
BUBBLER OPTION IN EACH CELL TO SATISFY DRINKING FOUNTAIN
REQUIREMENT
219 SF
CELL
151 SF
CELL
169 SF
CELL
171 SF
CELL
149 SF
CELL
221 SF
CELL
CONTINUED
ON G101
CONTINUED
ON G101
TRAVEL DISTANCE FROM THIS
POINT TO AN EXIT: 187'-7"
TRAVEL DISTANCE FROM THIS
POINT TO AN EXIT: 175' - 4"
F G
E H
B C
A D
AREA
A
AREA
B
AREA
C
AREA
D
220 SF
CELL
150 SF
CELL
170 SF
CELL
171 SF
CELL
149 SF
CELL
187 SF
CELL
28 SF
CHASE
CONTINUED
ON G101
CONTINUED
ON G101
FE
MECHANICAL
B208
CHASE
B228A
DAYROOM
B205
OFFICE
B206
STORAGE
B207
MECHANICAL
B204
DAYROOM
B201
OFFICE
B202
STORAGE
B203
WALL MOUNTED
FIRE EXTINGUISHER
CLASS: 2A: 10B: C
OCCUPANT LOAD USING EXIT
REQUIRED EXIT WIDTH (INCHES)
[OCCUPANT LOAD x 0.2"' per OCCUPANT]
PROVIDED EXIT WIDTH (INCHES)
FE
MAXIMUM TRAVEL DISTANCE TO AN
EXIT
DEAD END
CORRIDOR
SEMI-RECESSED
AUTOMATED EXTERNAL DEFIBRILLATOR
AED
XXX SF
XXX
ROOM AREA (SQUARE FEET)
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
LIFE SAFETY LEGEND
EXIT SIGN
EXIT SIGN WITH DIRECTIONAL ARROW
XXX
PERSONS
REQUIRED
PROVIDED
XX
XX"
XX"
EXISTING FIRE
RATED WALL
SCALE:
DATE:
DRAWN BY:
CHECK BY:
PROJECT NUMBER:
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
ALL REPRODUCTION AND INTELLECTUAL
PROPERTY RIGHTS RESERVED ©
Seal
NOT FOR CONSTRUCTION
CAPITAL PROJECTS
DIVISION
Consultants
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
225 E. Robinson Street, Suite 145 Orlando, Florida 32801
Phone: 407-422-1118
C&S Engineers, Inc.
FL. L.B. No. 7513 COA No. 7602
As indicated
G102
LIFE SAFETY PLAN -
LEVEL 2
DW
CM
05/22/2024
18019-0024
04/26/2024
DONALD M. WILLIAMS, AIA
FL REG NO 92126
ORANGE COUNTY
CORRECTIONS
DEPARTMENT
FDC ISOLATION CELL
RENOVATIONS IN UNITS
F & G
3503 Vision Blvd.
Orlando, FL 32839
100% CONSTRUCTION DOCUMENTS
SCALE: 1/16" = 1'-0"G102
A1 LIFE SAFETY PLAN - LEVEL 2
SCALE:
DATE:
DRAWN BY:
CHECK BY:
PROJECT NUMBER:
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
ALL REPRODUCTION AND INTELLECTUAL
PROPERTY RIGHTS RESERVED ©
Seal
NOT FOR CONSTRUCTION
CAPITAL PROJECTS
DIVISION
Consultants
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
605 E. Robinson Street, Suite 210 Orlando, Florida 32801
Phone: 407-422-1118
C&S Engineers, Inc.
FL. L.B. No. 7513 COA No. 7602
R
S001
GENERAL NOTES
A. CELLA
D. PEEL
05/22/2024
18019-0024
ANDREA L. CELLA, PE
77874
ORANGE COUNTY
CORRECTIONS
DEPARTMENT FDC
ISOLATION CELL
RENOVATIONS IN UNITS
F & G
3503 Vision Blvd.
Orlando, FL 32839
100% CONSTRUCTION DOCUMENTS
DATE SUBMISSION/REVISION NO.
GENERAL
THESE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICT WITH THE SPECIFICATIONS, CONTACT THE
OWNER’S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.
CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL BUILDING CODES, CODES OF APPLICABLE REGULATORY AGENCIES, AND WITH PROJECT
SPECIFICATIONS AND DRAWINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND FOR CHECKING ALL DIMENSIONS. REPORT DISCREPANCIES TO THE
OWNER’S REPRESENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.
THE CONTRACTOR SHALL COMPLY WITH LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING UPON THE
PERFORMANCE OF THE WORK.
SUBJECT TO THE STRUCTURAL ENGINEER'S ACCEPTANCE, UTILIZE DETAILS FOR SIMILAR CONDITIONS WHEN DETAILS FOR CONSTRUCTION ARE NOT INDICATED FOR A
SPECIFIC CONDITION.
DETAILS INCLUDING “TYPICAL” OR “TYP” IN THE TITLE APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. TYPICAL DETAILS ARE NOT NOTED AT EACH LOCATION AT WHICH THEY ARE APPLICABLE.
WHERE NOT INDICATED ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND ANY OTHER
DRAWINGS FOR:
ELEVATIONS AND SLOPES,
SIZE, LOCATION AND EXTENT OF CURBS, FLOOR DEPRESSIONS, AND TOPPING SLABS,
SIZE AND LOCATION OF DRAINS, TRENCHES, SLAB OPENINGS, AND WALL OPENINGS,
SIZE, TYPE AND LOCATION OF NON-LOAD BEARING PARTITIONS,
CONCRETE AND STEEL FINISHES,
SIZE AND LOCATION OF SLEEVES AND HANGERS,
ITEMS EMBEDDED IN THE STRUCTURE OR PENETRATING THE STRUCTURE,
CONNECTION OF ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE
PROTECTION OR ANY OTHER ITEMS TO THE STRUCTURE AND CONNECTION OF ITEMS
NOT TYPICALLY DETAILED ON THE STRUCTURAL DRAWINGS,
WATERPROOFING AND DAMP PROOFING,
SITE AND SUBGRADE DRAINAGE SYSTEMS AND DETAILS.
CONNECTIONS OF ALL TRADES TO THE STRUCTURE SHALL BE DESIGNED AND DETAILED BY THE CONTRACTOR. CONNECTIONS TO STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. RESPONSIBILITY FOR THE PERFORMANCE OF THE SUPPLIED SYSTEM AND ASSOCIATED CONNECTIONS SHALL REMAIN THAT OF THE CONTRACTOR. ALL CONNECTIONS SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.
OPENINGS AND PENETRATIONS THROUGH STRUCTURAL ELEMENTS AND ITEMS EMBEDDED IN STRUCTURAL ELEMENTS THAT ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE REVIEWED BY STRUCTURAL ENGINEER PRIOR TO IMPLEMENTING WORK.
DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONAL INFORMATION.
DO NOT PLACE MATERIALS OR EQUIPMENT ON UNFINISHED FLOORS OR ROOFS IN EXCESS OF 20 PSF NOR ON FINISHED FLOORS OR ROOFS IN EXCESS OF THE
INDICATED DESIGN LIVE LOADS. AVOID IMPACT LOADING.
THE STRUCTURE WAS DESIGNED FOR THE IN-SERVICE CONDITIONS ONLY. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE
STRUCTURE AT ALL STAGES OF CONSTRUCTION.
DRAWINGS DO NOT INDICATE TEMPORARY REQUIREMENTS. NEED FOR TEMPORARY SHORING AND BRACING, TEMPORARY DEWATERING, TEMPORARY EARTH RETENTION, TEMPORARY WATER CUTOFF OR OTHER TEMPORARY MEASURES MAY BE INDICATED ON DRAWINGS AT SELECTED AREAS AS SUGGESTIONS FOR THE CONTRACTOR'S CONVENIENCE. THE DRAWINGS DO NOT IDENTIFY ALL AREAS OR CONDITIONS REQUIRING TEMPORARY MEASURES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM TEMPORARY MEASURES INDICATED ON THE DRAWINGS, IDENTIFY OTHER AREAS OR CONDITIONS REQUIRING TEMPORARY MEASURES, DETERMINE MOST EFFICIENT TEMPORARY SYSTEMS, AND DESIGN AND CONSTRUCT REQUIRED TEMPORARY SYSTEMS. ALL TEMPORARY SYSTEMS SHALL BE
DESIGNED BY A LICENSED ENGINEER IN THE STATE IN WHICH THE PROJECT IS LOCATED.
INFORMATION RELATED TO EXISTING CONDITIONS REPRESENTS KNOWLEDGE BASED UPON INFORMATION PROVIDED BY THE OWNER BUT WITHOUT GUARANTEE OF ACCURACY. REPORT EXISTING CONDITIONS THAT VARY FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE OWNER’S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER’S REPRESENTATIVE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING CONSTRUCTION WHILE PERFORMING WORK. THE CONTRACTOR SHALL PROPERLY REINSTATE EXISTING FINISHES, FIREPROOFING OR ITEMS THAT ARE REMOVED OR DAMAGED WHILE PERFORMING WORK.
UNLESS NOTED OTHERWISE, ELEVATIONS ON THE DRAWINGS ARE RELATIVE TO THE ELEVATION OF THE FIRST FLOOR, WHICH IS PROJECT ELEVATION 0'-0".
ELEVATION 0’-0” CORRESPONDS TO U.S.G.S. DATUM 000.00 FEET.
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, TIE-DOWNS, AND/OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE
PROJECT.
THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PARTS OF THE WORK INCLUDING DESCRIPTION OF DEMOLITION, TEMPORARY BRACING, CONSTRUCTION METHODS AND SEQUENCING, WHERE APPLICABLE NO PERFORMANCE OF WORK SHALL COMMENCE WITHOUT REVIEW OF THE SHOP DRAWINGS BY
THE ENGINEER.
FABRICATION PRIOR TO THE RECEIPT OF APPROVED SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S OWN RISK AND THAT INSTALLATION OF ANY WORK PRIOR TO
RECEIPT OF AN APPROVED SHOP DRAWING SHALL BE STRUCTURALLY PROHIBITED.
THIS STRUCTURE IS A THRESHOLD BUILDING AS DEFINED BY THE FLORIDA BUILDING CODE. SEE REQUIRED INSPECTIONS NOTED IN THIS DRAWING SET.
DESIGN CRITERIA
ALL CONSTRUCTION SHALL CONFORM TO THE MORE RESTRICTIVE OF THE FOLLOWING CODES, THE MOST RECENT EDITIONS OF THE STANDARDS ADOPTED BY THE AUTHORITY HAVING JURISDICTION AS REFERENCED THROUGHOUT THE STRUCTURAL GENERAL NOTES, AND THE FOLLOWING DESIGN CRITERIA:
BUILDING CODE: 2023 FLORIDA BUILDING CODE 8TH EDITION AND THE 2023 FLORIDA BUILDING CODE, EXISTING BUILDING
BUILDING RISK CATEGORY: III
DESIGN DEAD LOADS: SELF-WEIGHT OF MATERIALS AND SYSTEMS
DESIGN LIVE LOADS (UNREDUCED):
ROOFS: 20 PSF
FIRST FLOORS: 100 PSF (UNIFORM), 1,000 LB (CONCENTRATED)
SECOND LEVEL CELL BLOCKS: 40 PSF
SECOND LEVEL CLASSROOMS: 40 PSF (UNIFORM), 1,000 LB (CONCENTRATED)
MECHANICAL ROOM: 100 PSF
SECOND LEVEL STAIRS, CORRIDORS AND EXIT WAYS: 100 PSF (UNIFORM), 300 LB (CONCENTRATED)
EXTERIOR CHASE SECOND FLOOR AND STAIRS: 60 PSF
DESIGN WIND LOADS:
LATERAL LOAD RESISTANCE SYSTEM (BUILDING CODE):
BASIC ULTIMATE WIND SPEED: 145 MILES PER HOUR (3-SEC GUST)
BASIC NOMINAL WIND SPEED: 113 MILES PER HOUR (3-SEC GUST)
NOMINAL TORNADO WIND SPEED: 50 MILES PER HOUR FOR EFFECTIVE AREA UP TO 100,000 SQUARE FEET
WIND EXPOSURE: C
INTERNAL PRESSURE COEFFICIENT: +0.18, -0.18
SITE IS NOT IN A WIND BORNE DEBRIS REGION
COMPONENTS AND CLADDING: SEE TYPICAL DETAIL
DESIGN RAIN LOAD DATA:
PRIMARY DRAINAGE SYSTEMS SHALL BE DESIGNED FOR A RAINFALL INTENSITY EQUAL TO OR GREATER THAN THE 60-MIN DURATION/ 100-YEAR RETURN PERIOD
(FREQUENCY) STORM WITH A RAINFALL INTENSITY: “I” = 4.18 IN/HR
RAIN LOAD BASED ON A HYDRAULIC HEAD RAINFALL INTENSITY EQUAL TO OR GREATER THAN THE 15-MIN DURATION/100-YEAR RETURN PERIOD (FREQUENCY)
STORM WITH A RAINFALL INTENSITY: “I” = 7.59 IN/HR
SUBMITTALS
THE GENERAL CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING FOR REVIEW.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER AND HAVE THE ENGINEER'S SHOP DRAWING STAMP AFFIXED
PRIOR TO FABRICATION.
THE CONTRACTOR SHALL PREPARE A LIST AND SCHEDULE OF ALL STRUCTURAL SUBMITTALS PRIOR TO THE CONSTRUCTION KICK-OFF MEETING
FOR REVIEW BY THE STRUCTURAL EOR.
IN ADDITION, CONTRACTOR SHALL SUBMIT THE GEOTECHNICAL ENGINEERING REPORT OF THE OPEN HOLE INSPECTION, PRIOR TO
CONSTRUCTION
THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED BY THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS REGARDLESS OF WHETHER THE SHOP
DRAWINGS HAVE BEEN REVIEWED AND APPROVED.
REFERENCE SPECIFICATIONS FOR REQUIRED SUBMITTALS
DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE PERMIT APPLICATION
AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.
THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE
BUILDING OFFICIAL.
ALL DEFERRED SUBMITTAL ITEMS ARE TO BE DESIGNED BY THE VENDOR AND SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE IN
WHICH THE PROJECT IS LOCATED.
DEFERRED SUBMITTAL ITEMS INCLUDE:
PRECAST STRUCTURAL CONCRETE
PRECAST ARCHITECTURAL CONCRETE
METAL STAIRS
PIPE AND TUBE RAILINGS
HANGERS AND SUPPORTS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT
HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT
HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
HANGERS AND SUPPORTS FOR PROCESS SYSTEMS
MODIFICATIONS TO EXISTING CONSTRUCTION
THE EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS IS PROVIDED FOR REFERENCE ONLY. EXISTING CONSTRUCTION SHALL BE VERIFIED IN THE FIELD PRIOR TO
FABRICATION AND ERECTION OF ALL NEW CONSTRUCTION.
ANY EXISTING FINISHES REMOVED OR DAMAGED TO ACCOMPLISH ANY STRUCTURAL MODIFICATIONS SHALL BE REINSTATED AT THE COMPLETION OF MODIFICATION
WORK, TYPICAL UNLESS NOTED OTHERWISE.
ANY STRUCTURAL STEEL OR REINFORCING BARS THAT HAVE BEEN CUT AND GROUND FLUSH WITH A CONCRETE SURFACE SHALL BE FINISHED WITH EPOXY PAINT.
THE FACE OF ALL NEW PERMANENT CONCRETE SURFACES CUT FROM EXISTING CONCRETE SHALL BE CLEANED WITH A HIGH PRESSURE WATER SPRAY. ALLOW SURFACES TO DRY THOROUGHLY. COAT THE CONCRETE SURFACES WITH A BONDING AGENT AND FINISH WITH AN ACCEPTABLE PATCHING COMPOUND. ALL EXPOSED
REINFORCEMENT SHALL BE GROUND FLUSH WITH THE NEW CONCRETE SURFACE.
WHERE EXISTING CONCRETE REINFORCEMENT IS TO BE REUSED IN-PLACE, THE CONCRETE SHALL BE REMOVED IN A MANNER THAT MINIMIZES DAMAGE TO THE REINFORCEMENT. DAMAGED REINFORCEMENT SHALL BE REPLACED BY A METHOD ACCEPTABLE TO THE STRUCTURAL ENGINEER.
WHERE NEW CONCRETE IS TO BE CAST AGAINST EXISTING CONCRETE, THE CONTACT SURFACE SHALL BE ROUGHENED AND CLEANED WITH A HIGH PRESSURE WATER
SPRAY. ALLOW TO DRY THOROUGHLY PRIOR TO APPLICATION OF EPOXY BONDING AGENT.
ANY NEW STRUCTURAL STEEL REINFORCEMENT BEAMS ADJACENT TO NEW SLAB OPENINGS SHALL BE FULLY INSTALLED PRIOR TO ANY CUTTING FOR THE OPENINGS.
PRIOR TO CUTTING OPENINGS IN ENTIRE SLAB SPANS, ALL ADJACENT SPANS SHALL BE SHORED TEMPORARILY OR AS INDICATED.
ANY EXISTING WALL OPENINGS TO BE INFILLED SHALL BE REINFORCED WITH BARS TO MATCH THOSE IN THE ADJACENT EXISTING CONCRETE. DOWELS FOR THOSE BARS
SHALL BE PLACED INTO ADJACENT CONCRETE.
PRIOR TO CUTTING OPENINGS IN EXISTING WALLS, ANY ADJACENT IN-FILL WORK SHALL BE COMPLETED AND THE IN-FILL CONCRETE SHALL HAVE REACHED ITS REQUIRED
28-DAY COMPRESSIVE STRENGTH.
SAWCUTS FOR NEW WALL OPENINGS SHALL NOT EXTEND PAST THE REQUIRED DIMENSIONS FOR THE OPENING. CORE DRILL THE CORNERS AND EXTEND SAW CUTS INTO THE CORED AREAS AND NOT BEYOND IT. CHIP OUT THE REMAINDER AT THE CORNERS TO ACHIEVE A CLEAN 90 DEGREE CORNER.
THE LOCATION AND LENGTH OF ANY NEW STEEL FRAMING SHALL BE COORDINATED WITH THE EXISTING STEEL DECK SLABS AND ROOF DECKS SUCH THAT THE NEW
STRUCTURAL STEEL BEAM CENTERLINES CORRESPOND WITH THE RIBS OF THE STEEL DECK.
THE CONTRACTOR SHALL SUBMIT COORDINATED SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CUTTING OR ERECTION OF ANY NEW
STRUCTURAL STEEL.
VERIFY ACCESSILITY TO THE BUILDING AND MAXIMUM WORKABLE MEMBER LENGTHS BEFORE COMMENCING WITH FABRICATION. IF THE NEW STRUCTURAL ELEMENTS CANNOT BE SHIPPED AND INSTALLED AS CONTINUOUS MEMBERS, ANY SPLICES SHALL CONSIST OF COMPLETE PENETRATION WELDING OF THE FLANGES AND PARTIAL PENETRATION WELDING OF THE WEB OF THE NEW BEAM. THE CONTRACTOR SHALL SUBMIT PROPOSED SPLICE DETAILS AND LOCATIONS TO THE STRUCTURAL ENGINEER
FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
REMOVE ALL LOADS FROM THE SLAB DIRECTLY ABOVE THE AREAS WHERE NEW STEEL BEAMS ARE TO BE INSTALLED. PROVIDE SHORING UNDER EXISTING SLABS AND BEAMS PRIOR TO AND DURING CONSTRUCTION. ALL NEW STRUCTURAL STEEL SHALL BE IN PLACE PRIOR TO THE REMOVAL OF ANY EXISTING SLABS AND/OR SHORING.
PROVIDE NON-SHRINK GROUT AS REQUIRED FOR FULL BEARING OF THE EXISTING SLAB ON THE NEW BEAMS, UNLESS NOTED OTHERWISE.
REMOVE EXISTING FIREPROOFING LOCALLY AND CLEAN AREAS OF EXISTING STEEL TO BE WELDED. INSTALL NEW U.L. APPROVED FIREPROOFING MATERIAL ON ALL NEW STEEL AND ANY AREAS WHERE FIREPROOFING WAS REMOVED OR DAMAGED DURING THE INSTALLATION OF THE WORK. NEW STEEL SHALL HAVE A FIRE RATING TO MATCH THE ADJACENT EXISTING STEEL, TYPICAL UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DOCUMENTS FOR REQUIRED FIRE RATINGS.
SLAB-ON-GRADE PLACEMENT
THE DESIGN OF CONCRETE MIXES, LOCATING OF CONSTRUCTION JOINTS IN SLABS, STAGGERING OF POUR PLACEMENTS, LOCATION OF POUR STRIPS, AND PLACEMENT AND CURING PROCEDURES ARE TO BE PERFORMED BY THE CONTRACTOR IN A MANNER THAT WILL MINIMIZE SHRINKAGE CRACKING OF THE SLABS.
PLACE INTERIOR SLABS ON VAPOR BARRIER (15 MIL. WITH 0.01 PERMS OR LESS, MINIMUM) WITH SOILS PREPARED PER THE GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS.
NO SLAB PANEL MAY BE CONSTRUCTED ADJACENT TO A PANEL THAT HAS BEEN IN PLACE LESS THAN THREE DAYS (72 HOURS).
THE CONTRACTOR SHALL REPAIR ALL…
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