ROOF_SAFETY_RAILING-PKG_2-CD_Set.pdf
PDF 8 MB Posted
- Attached to
- Corrections Campus Wide Roof Safety Rails
- Solicitation number
- Y26-706
- Issued by
- Orange County, Orlando City, Florida
About this file
The documents are construction design and bid documents for roof safety railings at the Orange County Corrections Campus, prepared by Rhodes+Brito Architects for the Orange County Government Capital Projects Division. The project involves providing fall protection safety devices across multiple buildings (Buildings A, B, Horizon, BRC, FDC, and Kitchen/Laundry), including safety railings, single point tie-offs, horizontal lifelines, and mechanical unit platforms. The work is limited to selective roof demolition and roofing modifications specifically related to installing safety systems, with no modifications to existing roof mechanical systems or utilities. The project is a 95% construction document review submittal dated 03/14/2023.
The design documents specify detailed structural and architectural requirements for installing safety railings across various roof areas, with precise specifications for galvanized steel components, anchoring methods, and installation techniques. The project involves multiple buildings with different roof configurations, requiring custom fabrication and installation of safety systems. Structural details include specific connection methods, anchor types (using Hilti epoxy systems), and requirements for field verification of existing conditions. The project emphasizes contractor responsibilities for shop drawing submissions, field measurements, and coordination with existing building structures, with all steel framing to be hot-dipped galvanized and all field welded connections to be touch-up painted with zinc-rich cold galvanizing paint.
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x x x x x
H
SF-6-1
BLDG. G-HORIZON
BLDG. H (GENESIS)
BLDG. A
BLDG. I (PHOENIX)
BLDG. K
BLDG. U (CEP 2)
BLDG. M
BLDG. S (BUTLER)
A-SUPPORT
BLDG. V-EMB
BLDG. N (KITCHEN/LAUNDRY)
BLDG. P
CHWR
RF-2
HWR
CHWR
HWR
RF-1
RD
RD
RD
RD
C H
W R
R T U
-1
H W
R
C H
W R
R T U
-1
H W
R
CHWR
RTU-16
HWR
CHWR
RTU-17
HWR
C H
W R
R T U
-1
H W
R
C H
W R
R T U
-1
H W
R
RTU-12
RTU-13
RF-8
EF-14
EF-13
EF-12
RF-7
EF-11
RF-6
RF-5
EF-10
AHU-9
AHU-10
AHU-11
AHU-8
EF-17
EF-16
EF-15
EF-11
EF-11
RF-4
EF-9
RF-3
EF-8
RD RD
RD
RD
RD
EF-11D
EF-13D
EF-16D
EF-14D
R D -1
2" V T R
R D
R D
2" V T R
2" V T R
2" V T R
2" V T R
2" V T R
2" V T R
2" V T R
2" V T R
2" V T R
V E N T C A P
E X -3
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
H B
H B
2" V T R
ASC0
E X -2
2" V T R
2" V T R
2" V T R E X -1
V -1
E X -7
ASC0
ASC0
C U -1A
E X -4
V E N T C A P
2" V T R
2" V T R
E X -5
HPU-2A
HPU-3A
E X -6
H B
H BB OI LE R
S T A C K
R D
ASC0
ASC0
ASC0 01
ASC0
ASC0 02
2" V T R
2" V T R
2" V T R
2" V T R
E X -8
V E N T C A P
ASC0 13
ASC0 14
ASC0 05
ASC0 06
ASC0
ASC0
V -3
V -2
E X -12
E X -10
V E N T C A P
V E N T C A P
2" V T R
2" V T R
2" V T R
E X -9
3" V T R
2" V T R
2" V T R
2" V T R
E X -11
2" V T R
2" V T R
2" V T R
2" V T R
2" V T R
2" V T R
2" V T R
ONL
Y
ONL
Y
ONLY
ONLY
ONL
Y
ONL
Y
ONLY
ONLY
X
X
X X X
X
X
GATE
G A T E
G A T E
GATE
GATE
G A T E
T R E X
G A T E
GATE
G A T E
GATE
GATE
GATE
G A T E
GATE
GATE
G A T E
G
AT
E
GATE
G A T E
G A T E
G A T E
GATE
G A T E
G A T E
G A T E
G A
TE
G A T E
GATE
G A T E
G A T E
GRASS
GATE
G A
TE
G
A
T
E
GATE
G A T E
G
A
T
E
G
A T
E
X X
R A Z O R
W
IR
E
O N
T O P
O F
A L L
F E N C E S
R A Z O R
W
IR
E
O N
T O P
O F
A L L
F E N C E S
X
RA
ZO
R W
IR
E O N
TOP
OF
ALL
FEN
C
ES
RAZO
R W
IRE
ON
TOP
OF
ALL
FENC
ES
X X
GATE
G A T E
G A T E
GATE
X
X
X
X
X
X
X
X
X
X
X
X
X
G A T E
G A T E
X
X
G A T E
GATE X
G A T E
X
GATE
X X
X
X
X
X X
X
X
LEGEND
SCOPE OF WORK
BLDG. N
#3715
(KITCHEN/
LAUNDRY)
BLDG. A
#3741
BLDG. B
#3741
BLDG. D
#3741
BLDG. E
#3741
BLDG. F
#3741
BLDG. G
#3851
(HORIZON)
BLDG. H #3859
(GENESIS)
BLDG. C
BLDG. I #3883
(PHOENIX - B & C)
BLDG. I #3883
(PHOENIX - A)
BLDG. J
#3855 (BRC)
BLDG. K
(WHITCOMB)
BLDG. L
#3770 (FDC)
BLDG. U
#3776
BLDG. M
#3723 (IRM)
BLDG. O BLDG. P
BLDG. A
#3723 (SUPPORT)
BLDG.
#3722
BLDG.
#3869
S J O
H N
Y O
U N
G P
A R
K W
A Y
33RD STREET
PROJECT SCOPE
VICINITY MAP
PROJECT
LOCATION
PROJECT DESIGN TEAM
RHODES+BRITO ARCHITECTS
605 E. ROBINSON ST, SUITE 750
ORLANDO, FL 32801
PH. (407) 648-7288
CONTACT: NAME
ARCHITECTURE
C&S COMPANIES
605 E. ROBINSON, SUITE 210
ORLANDO, FL 32801
PH: (407) 422-1118
CONTACT: ANDREA CELLA
STRUCTURE
A/R/C ASSOCIATES, INCORPORATED
601 N. FERN CREEK AVE., SUITE 100
ORLANDO, FL 32803
PH: (407) 896-7875
CONTACT: TROY GIBERT
ROOFING / WATERPROOFING
A C CT T SEH IR
AA0002809
BLDGS A, B, HORIZON, BRC, FDC & KITCHEN/LAUNDRY
ROOF SAFETY RAILINGS
95% CD SUBMITTAL
03/14/2023
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY GOVERNMENT
CAPITAL PROJECTS DIVISION
400 EAST SOUTH STREET, SUITE 500
ORLANDO, FL 32801
G000.2
SCALE: 1 : 2000G000.2
A1 ARCHITECTURAL SITE PLAN
THE SCOPE IS TO PROVIDE FALL PROTECTION SAFETY
DEVICES AT VARIOUS LOCATIONS FOR ROOF AREAS ON
DESIGNATED BUILDINGS AT THE ORANGE COUNTY
CORRECTIONS CAMPUS. BUILDINGS B (BUILDING A), C
(BUILDING B), G (HORIZON), BUILDINGS J (BRC), L (FDC),
AND N (KITCHEN/LAUNDRY) ARE INCLUDED WITHIN THIS
SCOPE OF WORK.
WHILE THIS IS NOT A LIFE SAFETY ANALYSIS OF THE
ROOF AREAS, THE DESIGN TEAM WILL PROVIDE ROOF
FALL PROTECTION SYSTEMS ON BUILDINGS IDENTIFIED
UNDER THIS SCOPE OF WORK.
• FALL PROTECTION SYSTEMS WILL INCLUDE BUT NOT
LIMITED TO SAFETY RAILINGS, SINGLE PONT TIE-
OFFS, HORIZONTAL LIFELINES, AND MECHANICAL
UNIT PLATFORMS.
• SELECTIVE ROOF DEMOLITION
• ROOFING WILL BE LIMTED TO THE AREAS OF NEW
SAFETY RAILINGS, SINGLE PONT TIE-OFFS,
HORIZONTAL LIFELINES AND MECHANICAL UNIT
PLATFORMS AND ANY OTHER PENETRATIONS TO THE
EXISTING ROOF SYSTEM REQUIRED FOR
COMPLETION OF THIS SCOPE OF WORK.
• THERE WILL BE NO WORK PERFORMED TO ANY
EXISTING ROOF TOP MECHANICAL SYSTEMS OR ANY
OTHER EXISTING UTILITY UNDER THIS SCOPE.
DATE SUBMISSION / REVISION NO.
100%
NOT FOR CONSTRUCTION
CD REVIEW SUBMITTAL
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
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
BEXISTING COLUMN
IDENTIFICATION
LIST OF ABBREVIATIONS
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
CONSTRUCTION
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
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
BUILDINGS A, B, HORIZON, BRC,
FDC & KITCHEN/LAUNDRY
12" = 1'-0"
G001.2
GENERAL
INFORMATION AND
DRAWING INDEX
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
DRAWING INDEX
ARCHITECTURAL.
REV. NO. SHEET NAME
A141A.1 ROOF PLAN - BLDG A
A141A.2 ROOF PLAN - BLDG A
A141B ROOF PLAN - BLDG B
A141G ROOF PLAN - BLDG G (HORIZON)
A141J.1 ROOF PLAN - BLDG J (BRC) - AREA 1
A141J.2 ROOF PLAN - BLDG J (BRC) - AREA 2
A141J.3 ROOF PLAN - BLDG J (BRC) - AREA 3
A141J.4 ROOF PLAN - BLDG J (BRC) - AREA 4
A141L.1 ROOF PLAN - BLDG L (FDC) - AREA 1
A141L.2 ROOF PLAN - BLDG L (FDC) - AREA 2
A141L.3 ROOF PLAN - BLDG L (FDC) - AREA 3
A141L.4 ROOF PLAN - BLDG L (FDC) - AREA 4
A141N ROOF PLAN - BLDG N (KITCHEN / LAUNDRY)
A501.2 EXTERIOR DETAILS
A504 PHYSICAL CHARECTERISTICS SCHEDULE, GENERAL NOTES AND ROOF
COMPONENT FASTENING SCHEDULE
A505 FLASHING REPAIR DETAILS
Grand total: 16
GENERAL.
REV. NO. SHEET NAME
G000.2 COVER SHEET
G001.2 GENERAL INFORMATION AND DRAWING INDEX
Grand total: 2
STRUCTURAL.
REV. NO. SHEET NAME
S-001 GENERAL NOTES & ABBREVIATIONS
S-002 BUILDING A
S-003 BUILDING B
S-003B BUILDING B - ENLARGED WALKWAY PLANS
S-004 BUILDING G (HORIZON BUILDING)
S-005 BUILDING N (KITCHEN BUILDING)
S-006 BUILDING L (FEMALE DETENTION CENTER - FDC BUILDING)
S-007 BUILDING J (BRC BUILDING)
S-501 DETAILS
S-502 DETAILS
Grand total: 10
DATE SUBMISSION/REVISION NO.
- AREA 1
- AREA 2
MATCHLINE
SHEET A141A.1
MATCHLINE
SHEET A141A.2
MATCHLINE
SHEET A141A.1
MATCHLINE
SHEET A141A.2
BUILDING B
(SEE SHEET A141B)
4'
0" 8' - 0"
4' - 0"
84' - 0"
4'
0"
V
IF20
1"
V
IF
10' - 4"
4'
0"
4' - 0"
21' - 0"
4'
0"
V
IF45
4' - 0"
V
IF
12' - 8"
VIF
9' - 11"
92' - 0"
37' - 8"
3'
0"4' - 0"
20' - 0"
DOW
N
SLOPE
SLOPEUP
MAIN ROOF AREA
BUILDING "A"
HIGH ROOF AREA
METAL ROOFING
NIC
04 09
LEGEND
SINGLE POINT TIE OFF CENTER IDENTIFICATION
XX KEYNOTE IDENTIFICATION
HORIZONTAL LIFELINE
GUARDRAIL
GUARDRAILING GATE
EXISTING ROOF WALKWAY PADS, TO REMAIN
NEW ROOF WALKWAY PADS
EXISTING METAL ACCESS PLATFORMS, TO REMAIN
KEYPLAN
BLDG. A
BLDG. P
BLDG. B
BLDG. A
SUPPORT
BLDG. ?
BLDG. M
BLDG. H
BLDG. S
BLDG. I (B&C)BLDG. I (A)
BLDG. K
BLDG. U
BLDG. C
BLDG. D
BLDG. E
BLDG. F
BLDG. G
BLDG. J
BLDG. L
BLDG. N
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
BUILDINGS A, B, HORIZON, BRC,
FDC & KITCHEN/LAUNDRY
As indicated
A141A.1
ROOF PLAN - BLDG A
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
KEYNOTES
01 EXISTING ROOF SYSTEM AT MAIN AREA TO REMAIN
03 EXISTING ROOF SYSTEM AT HIGH ROOF AREA TO REMAIN
04 EXISTING MECHANICAL EQUIPMENT TO REMAIN. NO ROOF EQUIPMENT
MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
08 EXISTING EQUIPMENTS PIPES & DUCTS, WHICHEVER APPLIES, TO REMAIN. NO
PIPER NOR DUCTS MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
09 EXISTING ROOF CURB TO REMAIN. NO CURB MODIFICATIONS ARE PART OF
THIS SCOPE OF WORK
12 SINGLE POINT TIE OFF LOCATION. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POST, TYP. REFER TO SHEET A501
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
21 EXISTING FIREWALL BETWEEN ROOF AREAS, TO REMAIN
GENERAL NOTES - ROOF
1 REFER TO OTHER DISICPLINES FOR ADDITIONAL SCOPE OF WORK NOT SHOWN
ON THIS PLAN.
2 THESE DRAWNGS HAVE BEEN DEVELPED FROM OBSERVED FIELD CONDITIONS
AND EXISTING DRAWINGS BUT MAY NOT REFLECT ALL HIDDEN CONDITIONS. THE
CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAWINGS WITH
EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY CONFLICT EXISTS.
3 THIS FACILITY WILL REMAIN OPERATIONAL FOR THE DURATION OF THIS
PROJECT. THE GC SHALL ENSURE THE SAFETY OF ALL OCCUPANTS AND
PERSONNEL. DEMOLITION OF ITEMS WHICH MAY CREATE DUST, NOISE, OR
CIRCULATION PROBLEMS SHOULD BE COORODINATED WITH THE OWNER PRIOR
TO THE START OF WORK.
4 EXISTING ROOFS ARE MODIFIED BITUMENT UNLESS OTHERWISE INDICATED
5 THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS TO REMAIN FROM
DAMAGE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. THE
CONTRACTOR SHALL BEAR ALL COSTS OF REPAIRING, REFINISHING,
REPLACING, ETC OF EXISTING ITEMS DAMAGED TO THEIR ORIGINAL STATE.
6 CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. FOR
ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES REFER TO SHEET
G001
7 CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRRAWINGS FOR NEW
LADDERS, SAFETY RAILINGS AND GATES FOR REVIEW BY THE DESIGN TEAM
FOR APPROVAL PRIOR TO FABRICATION.
8 IF REQUIRED THE CONTRACOTR SHALL COORDINATE ALL SHUT DOWNS IN
UTILITY SERVICE WITH OWNER PRIOR TO PERFORMING SHUT DOWNS IN UTILITY
SERVICE.
9 CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL NEW PENETRATIONS
MADE THROUGH THE EXISTING ROOF SYSTEM ARE FLASHED TO A WATERTIGHT
CONDITION. CONTRACTOR SHALL COORDINATE WITH ROOFING DETAILS
PROVIDED.
10 CONTRACTOR SHALL COORDINATE WITH THE OWNER OF ANY CURRENT ROOF
WARRANTIES.
11 CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THE PROPER
REMOVAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.
12 CONTRCATOR SHALL COORDINATE WITH THE OWNER CONCERNING THE HOURS
THAT CONSTRUCTION ACTIVITIES CAN TAKE PLACE.
13 IF ANY MATERIALS ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS
ARE ENCOUNTERED, BO NOT DISTURB AND IMMEDIATELY NOTIFY THE
ARCHITECT AND OWNER. HAZARDOUS MATERIALS SHALL BE REMOVED BY THE
OWNER UNDER A SEPARATE CONTRACT.
14 ALL EXISTING LIGHTING PROTECTION IS TO REMAIN UNDISTURBED DURING
CONSTRUCTION
15 ALL EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN, CONNECTION SHALL
NOT BE DISTURBED IN ANY WAY AND MUST REMAIN OPERATIONAL AT ALL TIMES
16 ALL EXISTING ROOF WALKWAY PADS ARE TO REMAIN
SCALE: 3/32" = 1'-0"A141A.1
A1 ROOF PLAN - BLDG_A - AREA 1
DATE SUBMISSION/REVISION NO.
- AREA 1
MATCHLINE
SHEET A141A.1
MATCHLINE
SHEET A141A.2
MATCHLINE
SHEET A141A.1
MATCHLINE
SHEET A141A.2
BUILDING A SUPPORT
BUILDING N (KITCHEN / LAUNDRY)
(SEE SHEET A141N)
36' - 0"
62' - 0"
OPEN
28' - 0"
V
IF60
TY
P4'
0"
TYP
4' - 0"
TYP4'
0"
V
IF21
4' - 0"
8' - 0"
4'
0"
V
IF
17' - 8"
26' - 0"
24' - 0"
4' - 0"
4'
0"
V
IF
40' - 6"
4'
0"
4' - 0"
4'
0"
V
IF27
0"
4'
0"
4' - 0"
4' - 0"
V
IF
42' - 3"
V
IF
18' - 2"
V
IF
' - 3
V
IF13
47' - 0"
10' - 0"
6' - 0"
8'
0"
DOW
N
SLO
PE
DOW
N
SLOPE
SLO
PE
UP
UP
SLOPE
MAIN ROOF AREA
BUILDING "A"
HIGH ROOF AREA
HIGH ROOF AREA
LEGEND
SINGLE POINT TIE OFF CENTER IDENTIFICATION
XX KEYNOTE IDENTIFICATION
HORIZONTAL LIFELINE
GUARDRAIL
GUARDRAILING GATE
EXISTING ROOF WALKWAY PADS, TO REMAIN
NEW ROOF WALKWAY PADS
EXISTING METAL ACCESS PLATFORMS, TO REMAIN
KEYPLAN
BLDG. A
BLDG. P
BLDG. B
BLDG. A
SUPPORT
BLDG. ?
BLDG. M
BLDG. H
BLDG. S
BLDG. I (B&C)BLDG. I (A)
BLDG. K
BLDG. U
BLDG. C
BLDG. D
BLDG. E
BLDG. F
BLDG. G
BLDG. J
BLDG. L
BLDG. N
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
BUILDINGS D, E & F
As indicated
A141A.2
ROOF PLAN - BLDG A
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
SCALE: 3/32" = 1'-0"A141A.2
A1 ROOF PLAN - BLDG_A - AREA 2
DATE SUBMISSION/REVISION NO.
KEYNOTES
01 EXISTING ROOF SYSTEM AT MAIN AREA TO REMAIN
02 EXISTING ROOF SYSTEM AT LOW ROOF AREA TO REMAIN
03 EXISTING ROOF SYSTEM AT HIGH ROOF AREA TO REMAIN
04 EXISTING MECHANICAL EQUIPMENT TO REMAIN. NO ROOF EQUIPMENT
MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
08 EXISTING EQUIPMENTS PIPES & DUCTS, WHICHEVER APPLIES, TO REMAIN. NO
PIPER NOR DUCTS MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
09 EXISTING ROOF CURB TO REMAIN. NO CURB MODIFICATIONS ARE PART OF
THIS SCOPE OF WORK
12 SINGLE POINT TIE OFF LOCATION. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POST, TYP. REFER TO SHEET A501
13 HORIZONTAL LIFELINE SYSTEM. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POSTS, TYP. REFER TO SHEET A501
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
16 GALVANIZED STEEL ACCESS LADDER, REFER TO SHEET A501 AND
STRUCTURAL DRAWINGS. GC TO VIELD VERIFY LOCATION AND PREVENT
INTERFERENCE WITH EXISTING ROOF EQUIPMENT
21 EXISTING FIREWALL BETWEEN ROOF AREAS, TO REMAIN
GENERAL NOTES - ROOF
1 REFER TO OTHER DISICPLINES FOR ADDITIONAL SCOPE OF WORK NOT SHOWN
ON THIS PLAN.
2 THESE DRAWNGS HAVE BEEN DEVELPED FROM OBSERVED FIELD CONDITIONS
AND EXISTING DRAWINGS BUT MAY NOT REFLECT ALL HIDDEN CONDITIONS. THE
CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAWINGS WITH
EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY CONFLICT EXISTS.
3 THIS FACILITY WILL REMAIN OPERATIONAL FOR THE DURATION OF THIS
PROJECT. THE GC SHALL ENSURE THE SAFETY OF ALL OCCUPANTS AND
PERSONNEL. DEMOLITION OF ITEMS WHICH MAY CREATE DUST, NOISE, OR
CIRCULATION PROBLEMS SHOULD BE COORODINATED WITH THE OWNER PRIOR
TO THE START OF WORK.
4 EXISTING ROOFS ARE MODIFIED BITUMENT UNLESS OTHERWISE INDICATED
5 THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS TO REMAIN FROM
DAMAGE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. THE
CONTRACTOR SHALL BEAR ALL COSTS OF REPAIRING, REFINISHING,
REPLACING, ETC OF EXISTING ITEMS DAMAGED TO THEIR ORIGINAL STATE.
6 CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. FOR
ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES REFER TO SHEET
G001
7 CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRRAWINGS FOR NEW
LADDERS, SAFETY RAILINGS AND GATES FOR REVIEW BY THE DESIGN TEAM
FOR APPROVAL PRIOR TO FABRICATION.
8 IF REQUIRED THE CONTRACOTR SHALL COORDINATE ALL SHUT DOWNS IN
UTILITY SERVICE WITH OWNER PRIOR TO PERFORMING SHUT DOWNS IN UTILITY
SERVICE.
9 CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL NEW PENETRATIONS
MADE THROUGH THE EXISTING ROOF SYSTEM ARE FLASHED TO A WATERTIGHT
CONDITION. CONTRACTOR SHALL COORDINATE WITH ROOFING DETAILS
PROVIDED.
10 CONTRACTOR SHALL COORDINATE WITH THE OWNER OF ANY CURRENT ROOF
WARRANTIES.
11 CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THE PROPER
REMOVAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.
12 CONTRCATOR SHALL COORDINATE WITH THE OWNER CONCERNING THE HOURS
THAT CONSTRUCTION ACTIVITIES CAN TAKE PLACE.
13 IF ANY MATERIALS ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS
ARE ENCOUNTERED, BO NOT DISTURB AND IMMEDIATELY NOTIFY THE
ARCHITECT AND OWNER. HAZARDOUS MATERIALS SHALL BE REMOVED BY THE
OWNER UNDER A SEPARATE CONTRACT.
14 ALL EXISTING LIGHTING PROTECTION IS TO REMAIN UNDISTURBED DURING
CONSTRUCTION
15 ALL EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN, CONNECTION SHALL
NOT BE DISTURBED IN ANY WAY AND MUST REMAIN OPERATIONAL AT ALL TIMES
16 ALL EXISTING ROOF WALKWAY PADS ARE TO REMAIN
- AREA 2
BUILDING B
(SEE SHEET A141A)
BUILDING D
11' - 0"
28' - 0"
2' - 6"
3' - 0" 1'
0"
2' - 0" 1'
0" V
IF
30' - 4"
3' - 0"
2'
0"
VIF
6' - 11"
4' - 0"4'
0"
2'
0"
3' - 0"
3'
0" 2' - 0"
V
IF
DOW
NSLO
PE
SLO
PE
UP
UPSLO
PE
SLO
PE
DOW
N
SLOPEUP
DOW
N
SLOPE
UP
SLOPE
SLOPE
DOW
N
2' - 6"2'
0"
3'
0"
1' - 6"
20' - 0"
08 08
03 0404
UP
SLOPE
SLOPE
DOW
N
2' - 0" 3'
0"
3' - 0"
2'
0"
V
IF
3' - 0" 2'
0"
2' - 0" 3'
0"
3'
0"
32' - 0"
3' - 0"
5' - 0"
3'
0"
2'
0"
23' - 11"
9'
0"
1' - 3"
UPSLO
PE
SLO
PE
DOW
N
DOW
N
SLOPE
SLOPEUP
DOW
NSLO
PE SLO
PE
UP
2'
7/
1' - 2"
13' - 3"
0' - 10"
LEGEND
SINGLE POINT TIE OFF CENTER IDENTIFICATION
XX KEYNOTE IDENTIFICATION
HORIZONTAL LIFELINE
GUARDRAIL
GUARDRAILING GATE
EXISTING ROOF WALKWAY PADS, TO REMAIN
NEW ROOF WALKWAY PADS
EXISTING METAL ACCESS PLATFORMS, TO REMAIN
KEYPLAN
BLDG. A
BLDG. P
BLDG. B
BLDG. A
SUPPORT
BLDG. ?
BLDG. M
BLDG. H
BLDG. S
BLDG. I (B&C)BLDG. I (A)
BLDG. K
BLDG. U
BLDG. C
BLDG. D
BLDG. E
BLDG. F
BLDG. G
BLDG. J
BLDG. L
BLDG. N
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
BUILDINGS A, B, HORIZON, BRC,
FDC & KITCHEN/LAUNDRY
As indicated
A141B
ROOF PLAN - BLDG B
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
SCALE: 3/32" = 1'-0"A141B
A5 ROOF PLAN - BLDG_B
DATE SUBMISSION/REVISION NO.
KEYNOTES
01 EXISTING ROOF SYSTEM AT MAIN AREA TO REMAIN
02 EXISTING ROOF SYSTEM AT LOW ROOF AREA TO REMAIN
03 EXISTING ROOF SYSTEM AT HIGH ROOF AREA TO REMAIN
04 EXISTING MECHANICAL EQUIPMENT TO REMAIN. NO ROOF EQUIPMENT
MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
05 EXISTING LADDER TO REMAIN
06 EXISTING ACCESS LADDER TO REMAIN WITH NEW SAFETY GATE, TYP. REFER
TO SHEET A501
08 EXISTING EQUIPMENTS PIPES & DUCTS, WHICHEVER APPLIES, TO REMAIN. NO
PIPER NOR DUCTS MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
12 SINGLE POINT TIE OFF LOCATION. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POST, TYP. REFER TO SHEET A501
13 HORIZONTAL LIFELINE SYSTEM. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POSTS, TYP. REFER TO SHEET A501
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
22 ALL EXISTING ACCESS PLATFORMS TO REMAIN, UNLESS NOTED OTHERWISE
GENERAL NOTES - ROOF
1 REFER TO OTHER DISICPLINES FOR ADDITIONAL SCOPE OF WORK NOT SHOWN
ON THIS PLAN.
2 THESE DRAWNGS HAVE BEEN DEVELPED FROM OBSERVED FIELD CONDITIONS
AND EXISTING DRAWINGS BUT MAY NOT REFLECT ALL HIDDEN CONDITIONS. THE
CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAWINGS WITH
EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY CONFLICT EXISTS.
3 THIS FACILITY WILL REMAIN OPERATIONAL FOR THE DURATION OF THIS
PROJECT. THE GC SHALL ENSURE THE SAFETY OF ALL OCCUPANTS AND
PERSONNEL. DEMOLITION OF ITEMS WHICH MAY CREATE DUST, NOISE, OR
CIRCULATION PROBLEMS SHOULD BE COORODINATED WITH THE OWNER PRIOR
TO THE START OF WORK.
4 EXISTING ROOFS ARE MODIFIED BITUMENT UNLESS OTHERWISE INDICATED
5 THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS TO REMAIN FROM
DAMAGE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. THE
CONTRACTOR SHALL BEAR ALL COSTS OF REPAIRING, REFINISHING,
REPLACING, ETC OF EXISTING ITEMS DAMAGED TO THEIR ORIGINAL STATE.
6 CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. FOR
ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES REFER TO SHEET
G001
7 CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRRAWINGS FOR NEW
LADDERS, SAFETY RAILINGS AND GATES FOR REVIEW BY THE DESIGN TEAM
FOR APPROVAL PRIOR TO FABRICATION.
8 IF REQUIRED THE CONTRACOTR SHALL COORDINATE ALL SHUT DOWNS IN
UTILITY SERVICE WITH OWNER PRIOR TO PERFORMING SHUT DOWNS IN UTILITY
SERVICE.
9 CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL NEW PENETRATIONS
MADE THROUGH THE EXISTING ROOF SYSTEM ARE FLASHED TO A WATERTIGHT
CONDITION. CONTRACTOR SHALL COORDINATE WITH ROOFING DETAILS
PROVIDED.
10 CONTRACTOR SHALL COORDINATE WITH THE OWNER OF ANY CURRENT ROOF
WARRANTIES.
11 CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THE PROPER
REMOVAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.
12 CONTRCATOR SHALL COORDINATE WITH THE OWNER CONCERNING THE HOURS
THAT CONSTRUCTION ACTIVITIES CAN TAKE PLACE.
13 IF ANY MATERIALS ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS
ARE ENCOUNTERED, BO NOT DISTURB AND IMMEDIATELY NOTIFY THE
ARCHITECT AND OWNER. HAZARDOUS MATERIALS SHALL BE REMOVED BY THE
OWNER UNDER A SEPARATE CONTRACT.
14 ALL EXISTING LIGHTING PROTECTION IS TO REMAIN UNDISTURBED DURING
CONSTRUCTION
15 ALL EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN, CONNECTION SHALL
NOT BE DISTURBED IN ANY WAY AND MUST REMAIN OPERATIONAL AT ALL TIMES
DOW
NSLO
PE
SLO
PE
UP
BUILDING F
V
IF67
1"
11' - 0"
11' - 0"
1"
45' - 0"
16' - 0"
45' - 0"45' - 0"
28' - 0"
5' - 0"
4' - 0"
3' - 6"
4' - 0"
EQ EQ
4' - 0"
12' - 0"
14' - 0" 4' - 9"
14' - 0" 4' - 9"
E Q
E Q
45' - 0"
28' - 0"
4' - 0"
4' - 0"
5' - 0"
4' - 9" 14' - 0"
E Q
E Q
4' - 9"
4' - 9" 14' - 0"
3' - 6"
EQ EQ
3' - 6"
" 3' - 6"
4' - 0"
12' - 0"
" 4' - 0"
16' - 0"
4' - 0"4' - 0"
04 04
08 0808
08 08
16 12
4' - 9"
10 04 04
12 16
16 1410
MAIN ROOF AREA
HORIZON BUILDING
ROOF AREA SAME
LEVEL AS MAIN ROOF
ROOF AREA SAME
LEVEL AS MAIN ROOF
HIGH ROOF AREA
HIGH ROOF AREA
11 11
LEGEND
SINGLE POINT TIE OFF CENTER IDENTIFICATION
XX KEYNOTE IDENTIFICATION
HORIZONTAL LIFELINE
GUARDRAIL
GUARDRAILING GATE
EXISTING ROOF WALKWAY PADS, TO REMAIN
NEW ROOF WALKWAY PADS
EXISTING METAL ACCESS PLATFORMS, TO REMAIN
KEYPLAN
BLDG. A
BLDG. P
BLDG. B
BLDG. A
SUPPORT
BLDG. ?
BLDG. M
BLDG. H
BLDG. S
BLDG. I (B&C)BLDG. I (A)
BLDG. K
BLDG. U
BLDG. C
BLDG. D
BLDG. E
BLDG. F
BLDG. G
BLDG. J
BLDG. L
BLDG. N
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
BUILDINGS A, B, HORIZON, BRC,
FDC & KITCHEN/LAUNDRY
As indicated
A141G
ROOF PLAN - BLDG G
(HORIZON)
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
SCALE: 3/32" = 1'-0"A141G
A2 ROOF PLAN - BLDG_G (HORIZON)
DATE SUBMISSION/REVISION NO.
KEYNOTES
01 EXISTING ROOF SYSTEM AT MAIN AREA TO REMAIN
03 EXISTING ROOF SYSTEM AT HIGH ROOF AREA TO REMAIN
04 EXISTING MECHANICAL EQUIPMENT TO REMAIN. NO ROOF EQUIPMENT
MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
08 EXISTING EQUIPMENTS PIPES & DUCTS, WHICHEVER APPLIES, TO REMAIN. NO
PIPER NOR DUCTS MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
10 EXISTING RAISED ROOF TO REMAIN. NO MODIFICATIONS TO ROOF ARE PART
OF THIS SCOPE OF WORK
11 MECHANICAL SHAFT BELLOW, REFER TO DETAIL AT SHEET A501 FOR NEW
VERTICAL SAFETY CABLE, INSTALLED ON EXISTING LADDER AT EIGHT (8)
EXISTING MECHANICAL SHAFT
12 SINGLE POINT TIE OFF LOCATION. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POST, TYP. REFER TO SHEET A501
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
16 GALVANIZED STEEL ACCESS LADDER, REFER TO SHEET A501 AND
STRUCTURAL DRAWINGS. GC TO VIELD VERIFY LOCATION AND PREVENT
INTERFERENCE WITH EXISTING ROOF EQUIPMENT
GENERAL NOTES - ROOF
1 REFER TO OTHER DISICPLINES FOR ADDITIONAL SCOPE OF WORK NOT SHOWN
ON THIS PLAN.
2 THESE DRAWNGS HAVE BEEN DEVELPED FROM OBSERVED FIELD CONDITIONS
AND EXISTING DRAWINGS BUT MAY NOT REFLECT ALL HIDDEN CONDITIONS. THE
CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAWINGS WITH
EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY CONFLICT EXISTS.
3 THIS FACILITY WILL REMAIN OPERATIONAL FOR THE DURATION OF THIS
PROJECT. THE GC SHALL ENSURE THE SAFETY OF ALL OCCUPANTS AND
PERSONNEL. DEMOLITION OF ITEMS WHICH MAY CREATE DUST, NOISE, OR
CIRCULATION PROBLEMS SHOULD BE COORODINATED WITH THE OWNER PRIOR
TO THE START OF WORK.
4 EXISTING ROOFS ARE MODIFIED BITUMENT UNLESS OTHERWISE INDICATED
5 THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS TO REMAIN FROM
DAMAGE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. THE
CONTRACTOR SHALL BEAR ALL COSTS OF REPAIRING, REFINISHING,
REPLACING, ETC OF EXISTING ITEMS DAMAGED TO THEIR ORIGINAL STATE.
6 CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. FOR
ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES REFER TO SHEET
G001
7 CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRRAWINGS FOR NEW
LADDERS, SAFETY RAILINGS AND GATES FOR REVIEW BY THE DESIGN TEAM
FOR APPROVAL PRIOR TO FABRICATION.
8 IF REQUIRED THE CONTRACOTR SHALL COORDINATE ALL SHUT DOWNS IN
UTILITY SERVICE WITH OWNER PRIOR TO PERFORMING SHUT DOWNS IN UTILITY
SERVICE.
9 CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL NEW PENETRATIONS
MADE THROUGH THE EXISTING ROOF SYSTEM ARE FLASHED TO A WATERTIGHT
CONDITION. CONTRACTOR SHALL COORDINATE WITH ROOFING DETAILS
PROVIDED.
10 CONTRACTOR SHALL COORDINATE WITH THE OWNER OF ANY CURRENT ROOF
WARRANTIES.
11 CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THE PROPER
REMOVAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.
12 CONTRCATOR SHALL COORDINATE WITH THE OWNER CONCERNING THE HOURS
THAT CONSTRUCTION ACTIVITIES CAN TAKE PLACE.
13 IF ANY MATERIALS ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS
ARE ENCOUNTERED, BO NOT DISTURB AND IMMEDIATELY NOTIFY THE
ARCHITECT AND OWNER. HAZARDOUS MATERIALS SHALL BE REMOVED BY THE
OWNER UNDER A SEPARATE CONTRACT.
14 ALL EXISTING LIGHTING PROTECTION IS TO REMAIN UNDISTURBED DURING
CONSTRUCTION
15 ALL EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN, CONNECTION SHALL
MATCHLINE
SHEET A141A.2
M A
T C
H L
IN
E
M A
T C
H L
IN
E
MATCHLINE
SHEET A141A.4
MATCHLINE
SHEET A141A.3
MATCHLINE
SHEET A141A.1
MATCHLINE
SHEET A141A.2
4' - 0" 35' - 0"
4' - 0"
4'
0"
4'
0"
4' - 0"
9' - 11"
31' - 4"
4'
0" 6' - 0"
4' - 0"
MAIN ROOF AREA
BRC BUILDING
LOW ROOF AREA
LOW ROOF AREA
HIGH ROOF AREA
HIGH ROOF AREA
LEGEND
SINGLE POINT TIE OFF CENTER IDENTIFICATION
XX KEYNOTE IDENTIFICATION
HORIZONTAL LIFELINE
GUARDRAIL
GUARDRAILING GATE
EXISTING ROOF WALKWAY PADS, TO REMAIN
NEW ROOF WALKWAY PADS
EXISTING METAL ACCESS PLATFORMS, TO REMAIN
KEYPLAN
BLDG. A
BLDG. P
BLDG. B
BLDG. A
SUPPORT
BLDG. ?
BLDG. M
BLDG. H
BLDG. S
BLDG. I (B&C)BLDG. I (A)
BLDG. K
BLDG. U
BLDG. C
BLDG. D
BLDG. E
BLDG. F
BLDG. G
BLDG. J
BLDG. L
BLDG. N
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
BUILDINGS A, B, HORIZON, BRC,
FDC & KITCHEN/LAUNDRY
As indicated
A141J.1
ROOF PLAN - BLDG J
(BRC) - AREA 1
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
SCALE: 3/32" = 1'-0"A141J.1
A1 ROOF PLAN - BLDG_J (BRC) - AREA 1
DATE SUBMISSION/REVISION NO.
KEYNOTES
01 EXISTING ROOF SYSTEM AT MAIN AREA TO REMAIN
02 EXISTING ROOF SYSTEM AT LOW ROOF AREA TO REMAIN
03 EXISTING ROOF SYSTEM AT HIGH ROOF AREA TO REMAIN
04 EXISTING MECHANICAL EQUIPMENT TO REMAIN. NO ROOF EQUIPMENT
MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
12 SINGLE POINT TIE OFF LOCATION. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POST, TYP. REFER TO SHEET A501
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
16 GALVANIZED STEEL ACCESS LADDER, REFER TO SHEET A501 AND
STRUCTURAL DRAWINGS. GC TO VIELD VERIFY LOCATION AND PREVENT
INTERFERENCE WITH EXISTING ROOF EQUIPMENT
17 GALVANIZED STEEL ACCESS PLATFORM WITH STEEL GRATING, TYP. REFER TO
SHEET A501 AND STRUCTURAL DRAWINGS
GENERAL NOTES - ROOF
1 REFER TO OTHER DISICPLINES FOR ADDITIONAL SCOPE OF WORK NOT SHOWN
ON THIS PLAN.
2 THESE DRAWNGS HAVE BEEN DEVELPED FROM OBSERVED FIELD CONDITIONS
AND EXISTING DRAWINGS BUT MAY NOT REFLECT ALL HIDDEN CONDITIONS. THE
CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAWINGS WITH
EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY CONFLICT EXISTS.
3 THIS FACILITY WILL REMAIN OPERATIONAL FOR THE DURATION OF THIS
PROJECT. THE GC SHALL ENSURE THE SAFETY OF ALL OCCUPANTS AND
PERSONNEL. DEMOLITION OF ITEMS WHICH MAY CREATE DUST, NOISE, OR
CIRCULATION PROBLEMS SHOULD BE COORODINATED WITH THE OWNER PRIOR
TO THE START OF WORK.
4 EXISTING ROOFS ARE MODIFIED BITUMENT UNLESS OTHERWISE INDICATED
5 THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS TO REMAIN FROM
DAMAGE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. THE
CONTRACTOR SHALL BEAR ALL COSTS OF REPAIRING, REFINISHING,
REPLACING, ETC OF EXISTING ITEMS DAMAGED TO THEIR ORIGINAL STATE.
6 CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. FOR
ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES REFER TO SHEET
G001
7 CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRRAWINGS FOR NEW
LADDERS, SAFETY RAILINGS AND GATES FOR REVIEW BY THE DESIGN TEAM
FOR APPROVAL PRIOR TO FABRICATION.
8 IF REQUIRED THE CONTRACOTR SHALL COORDINATE ALL SHUT DOWNS IN
UTILITY SERVICE WITH OWNER PRIOR TO PERFORMING SHUT DOWNS IN UTILITY
SERVICE.
9 CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL NEW PENETRATIONS
MADE THROUGH THE EXISTING ROOF SYSTEM ARE FLASHED TO A WATERTIGHT
CONDITION. CONTRACTOR SHALL COORDINATE WITH ROOFING DETAILS
PROVIDED.
10 CONTRACTOR SHALL COORDINATE WITH THE OWNER OF ANY CURRENT ROOF
WARRANTIES.
11 CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THE PROPER
REMOVAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.
12 CONTRCATOR SHALL COORDINATE WITH THE OWNER CONCERNING THE HOURS
THAT CONSTRUCTION ACTIVITIES CAN TAKE PLACE.
13 IF ANY MATERIALS ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS
ARE ENCOUNTERED, BO NOT DISTURB AND IMMEDIATELY NOTIFY THE
ARCHITECT AND OWNER. HAZARDOUS MATERIALS SHALL BE REMOVED BY THE
OWNER UNDER A SEPARATE CONTRACT.
14 ALL EXISTING LIGHTING PROTECTION IS TO REMAIN UNDISTURBED DURING
CONSTRUCTION
15 ALL EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN, CONNECTION SHALL
MATCHLINE
SHEET A141A.2
M A
T C
H L
IN
E
M A
T C
H L
IN
E
MATCHLINE
SHEET A141A.4
MATCHLINE
SHEET A141A.3
MATCHLINE
SHEET A141A.1
MATCHLINE
SHEET A141A.2
84' - 0" 24' - 0"
0"
4' - 0"
4' - 0"
33' - 0"
4' - 0"
4'
0"
/1 6"
4'
0"
4' - 0"
9' - 11"
31' - 4"
4' - 0"
6' - 0"
14 14
MAIN ROOF AREA
BRC BUILDING
LOW ROOF AREA
HIGH ROOF AREA
HIGH ROOF AREA
LOW ROOF AREA
LOW ROOF AREA
LEGEND
SINGLE POINT TIE OFF CENTER IDENTIFICATION
XX KEYNOTE IDENTIFICATION
HORIZONTAL LIFELINE
GUARDRAIL
GUARDRAILING GATE
EXISTING ROOF WALKWAY PADS, TO REMAIN
NEW ROOF WALKWAY PADS
EXISTING METAL ACCESS PLATFORMS, TO REMAIN
KEYPLAN
BLDG. A
BLDG. P
BLDG. B
BLDG. A
SUPPORT
BLDG. ?
BLDG. M
BLDG. H
BLDG. S
BLDG. I (B&C)BLDG. I (A)
BLDG. K
BLDG. U
BLDG. C
BLDG. D
BLDG. E
BLDG. F
BLDG. G
BLDG. J
BLDG. L
BLDG. N
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
As indicated
A141J.2
ROOF PLAN - BLDG J
(BRC) - AREA 2
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
SCALE: 3/32" = 1'-0"A141J.2
A1 ROOF PLAN - BLDG_J (BRC) - AREA 2
DATE SUBMISSION/REVISION NO.
KEYNOTES
01 EXISTING ROOF SYSTEM AT MAIN AREA TO REMAIN
02 EXISTING ROOF SYSTEM AT LOW ROOF AREA TO REMAIN
03 EXISTING ROOF SYSTEM AT HIGH ROOF AREA TO REMAIN
04 EXISTING MECHANICAL EQUIPMENT TO REMAIN. NO ROOF EQUIPMENT
MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
12 SINGLE POINT TIE OFF LOCATION. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POST, TYP. REFER TO SHEET A501
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
16 GALVANIZED STEEL ACCESS LADDER, REFER TO SHEET A501 AND
STRUCTURAL DRAWINGS. GC TO VIELD VERIFY LOCATION AND PREVENT
INTERFERENCE WITH EXISTING ROOF EQUIPMENT
17 GALVANIZED STEEL ACCESS PLATFORM WITH STEEL GRATING, TYP. REFER TO
SHEET A501 AND STRUCTURAL DRAWINGS
GENERAL NOTES - ROOF
1 REFER TO OTHER DISICPLINES FOR ADDITIONAL SCOPE OF WORK NOT SHOWN
ON THIS PLAN.
2 THESE DRAWNGS HAVE BEEN DEVELPED FROM OBSERVED FIELD CONDITIONS
AND EXISTING DRAWINGS BUT MAY NOT REFLECT ALL HIDDEN CONDITIONS. THE
CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAWINGS WITH
EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY CONFLICT EXISTS.
3 THIS FACILITY WILL REMAIN OPERATIONAL FOR THE DURATION OF THIS
PROJECT. THE GC SHALL ENSURE THE SAFETY OF ALL OCCUPANTS AND
PERSONNEL. DEMOLITION OF ITEMS WHICH MAY CREATE DUST, NOISE, OR
CIRCULATION PROBLEMS SHOULD BE COORODINATED WITH THE OWNER PRIOR
TO THE START OF WORK.
4 EXISTING ROOFS ARE MODIFIED BITUMENT UNLESS OTHERWISE INDICATED
5 THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS TO REMAIN FROM
DAMAGE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. THE
CONTRACTOR SHALL BEAR ALL COSTS OF REPAIRING, REFINISHING,
REPLACING, ETC OF EXISTING ITEMS DAMAGED TO THEIR ORIGINAL STATE.
6 CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. FOR
ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES REFER TO SHEET
G001
7 CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRRAWINGS FOR NEW
LADDERS, SAFETY RAILINGS AND GATES FOR REVIEW BY THE DESIGN TEAM
FOR APPROVAL PRIOR TO FABRICATION.
8 IF REQUIRED THE CONTRACOTR SHALL COORDINATE ALL SHUT DOWNS IN
UTILITY SERVICE WITH OWNER PRIOR TO PERFORMING SHUT DOWNS IN UTILITY
SERVICE.
9 CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL NEW PENETRATIONS
MADE THROUGH THE EXISTING ROOF SYSTEM ARE FLASHED TO A WATERTIGHT
CONDITION. CONTRACTOR SHALL COORDINATE WITH ROOFING DETAILS
PROVIDED.
10 CONTRACTOR SHALL COORDINATE WITH THE OWNER OF ANY CURRENT ROOF
WARRANTIES.
11 CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THE PROPER
REMOVAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.
12 CONTRCATOR SHALL COORDINATE WITH THE OWNER CONCERNING THE HOURS
THAT CONSTRUCTION ACTIVITIES CAN TAKE PLACE.
13 IF ANY MATERIALS ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS
ARE ENCOUNTERED, BO NOT DISTURB AND IMMEDIATELY NOTIFY THE
ARCHITECT AND OWNER. HAZARDOUS MATERIALS SHALL BE REMOVED BY THE
OWNER UNDER A SEPARATE CONTRACT.
14 ALL EXISTING LIGHTING PROTECTION IS TO REMAIN UNDISTURBED DURING
CONSTRUCTION
15 ALL EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN, CONNECTION SHALL
SHEET A141A.4
MATCHLINE
SHEET A141A.3
M A
T C
H L
IN
E
M A
T C
H L
IN
E
MATCHLINE
SHEET A141A.4
MATCHLINE
SHEET A141A.3
MATCHLINE
SHEET A141A.1
MATCHLINE
SHEET A141A.2
4' - 0"
24' - 0"
4' - 0"
33' - 0"
4' - 0"
4'
0"
/1 6"
102' - 0"
35' - 0"
4'
0"
4' - 0"
9' - 11"
4'
0"
6' - 0"
6' - 0"
MAIN ROOF AREA
BRC BUILDING
HIGH ROOF AREA HIGH ROOF AREA
LOW ROOF AREA
LOW ROOF AREA
LEGEND
SINGLE POINT TIE OFF CENTER IDENTIFICATION
XX KEYNOTE IDENTIFICATION
HORIZONTAL LIFELINE
GUARDRAIL
GUARDRAILING GATE
EXISTING ROOF WALKWAY PADS, TO REMAIN
NEW ROOF WALKWAY PADS
EXISTING METAL ACCESS PLATFORMS, TO REMAIN
KEYPLAN
BLDG. A
BLDG. P
BLDG. B
BLDG. A
SUPPORT
BLDG. ?
BLDG. M
BLDG. H
BLDG. S
BLDG. I (B&C)BLDG. I (A)
BLDG. K
BLDG. U
BLDG. C
BLDG. D
BLDG. E
BLDG. F
BLDG. G
BLDG. J
BLDG. L
BLDG. N
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
As indicated
A141J.3
ROOF PLAN - BLDG J
(BRC) - AREA 3
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
SCALE: 3/32" = 1'-0"A141J.3
A1 ROOF PLAN - BLDG_J (BRC) - AREA 3
DATE SUBMISSION/REVISION NO.
KEYNOTES
01 EXISTING ROOF SYSTEM AT MAIN AREA TO REMAIN
02 EXISTING ROOF SYSTEM AT LOW ROOF AREA TO REMAIN
03 EXISTING ROOF SYSTEM AT HIGH ROOF AREA TO REMAIN
04 EXISTING MECHANICAL EQUIPMENT TO REMAIN. NO ROOF EQUIPMENT
MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
12 SINGLE POINT TIE OFF LOCATION. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POST, TYP. REFER TO SHEET A501
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
16 GALVANIZED STEEL ACCESS LADDER, REFER TO SHEET A501 AND
STRUCTURAL DRAWINGS. GC TO VIELD VERIFY LOCATION AND PREVENT
INTERFERENCE WITH EXISTING ROOF EQUIPMENT
17 GALVANIZED STEEL ACCESS PLATFORM WITH STEEL GRATING, TYP. REFER TO
SHEET A501 AND STRUCTURAL DRAWINGS
GENERAL NOTES - ROOF
1 REFER TO OTHER DISICPLINES FOR ADDITIONAL SCOPE OF WORK NOT SHOWN
ON THIS PLAN.
2 THESE DRAWNGS HAVE BEEN DEVELPED FROM OBSERVED FIELD CONDITIONS
AND EXISTING DRAWINGS BUT MAY NOT REFLECT ALL HIDDEN CONDITIONS. THE
CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAWINGS WITH
EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY CONFLICT EXISTS.
3 THIS FACILITY WILL REMAIN OPERATIONAL FOR THE DURATION OF THIS
PROJECT. THE GC SHALL ENSURE THE SAFETY OF ALL OCCUPANTS AND
PERSONNEL. DEMOLITION OF ITEMS WHICH MAY CREATE DUST, NOISE, OR
CIRCULATION PROBLEMS SHOULD BE COORODINATED WITH THE OWNER PRIOR
TO THE START OF WORK.
4 EXISTING ROOFS ARE MODIFIED BITUMENT UNLESS OTHERWISE INDICATED
5 THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS TO REMAIN FROM
DAMAGE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. THE
CONTRACTOR SHALL BEAR ALL COSTS OF REPAIRING, REFINISHING,
REPLACING, ETC OF EXISTING ITEMS DAMAGED TO THEIR ORIGINAL STATE.
6 CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. FOR
ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES REFER TO SHEET
G001
7 CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRRAWINGS FOR NEW
LADDERS, SAFETY RAILINGS AND GATES FOR REVIEW BY THE DESIGN TEAM
FOR APPROVAL PRIOR TO FABRICATION.
8 IF REQUIRED THE CONTRACOTR SHALL COORDINATE ALL SHUT DOWNS IN
UTILITY SERVICE WITH OWNER PRIOR TO PERFORMING SHUT DOWNS IN UTILITY
SERVICE.
9 CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL NEW PENETRATIONS
MADE THROUGH THE EXISTING ROOF SYSTEM ARE FLASHED TO A WATERTIGHT
CONDITION. CONTRACTOR SHALL COORDINATE WITH ROOFING DETAILS
PROVIDED.
10 CONTRACTOR SHALL COORDINATE WITH THE OWNER OF ANY CURRENT ROOF
WARRANTIES.
11 CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THE PROPER
REMOVAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK.
12 CONTRCATOR SHALL COORDINATE WITH THE OWNER CONCERNING THE HOURS
THAT CONSTRUCTION ACTIVITIES CAN TAKE PLACE.
13 IF ANY MATERIALS ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS
ARE ENCOUNTERED, BO NOT DISTURB AND IMMEDIATELY NOTIFY THE
ARCHITECT AND OWNER. HAZARDOUS MATERIALS SHALL BE REMOVED BY THE
OWNER UNDER A SEPARATE CONTRACT.
14 ALL EXISTING LIGHTING PROTECTION IS TO REMAIN UNDISTURBED DURING
CONSTRUCTION
15 ALL EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN, CONNECTION SHALL
SHEET A141A.4
MATCHLINE
SHEET A141A.3
M A
T C
H L
IN
E
M A
T C
H L
IN
E
MATCHLINE
SHEET A141A.4
MATCHLINE
SHEET A141A.3
MATCHLINE
SHEET A141A.1
MATCHLINE
SHEET A141A.2
9' - 0"
4' - 0"
4'
0"
4'
0"
4' - 0"
9' - 11"
8' - 0"
4'
0"
15' - 0"
15' - 0"
MAIN ROOF AREA
BRC BUILDING
HIGH ROOF AREA
LEGEND
SINGLE POINT TIE OFF CENTER IDENTIFICATION
XX KEYNOTE IDENTIFICATION
HORIZONTAL LIFELINE
GUARDRAIL
GUARDRAILING GATE
EXISTING ROOF WALKWAY PADS, TO REMAIN
NEW ROOF WALKWAY PADS
EXISTING METAL ACCESS PLATFORMS, TO REMAIN
KEYPLAN
BLDG. A
BLDG. P
BLDG. B
BLDG. A
SUPPORT
BLDG. ?
BLDG. M
BLDG. H
BLDG. S
BLDG. I (B&C)BLDG. I (A)
BLDG. K
BLDG. U
BLDG. C
BLDG. D
BLDG. E
BLDG. F
BLDG. G
BLDG. J
BLDG. L
BLDG. N
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
Consultants
Client
A C CT T SEH IR
605 E. ROBINSON STREET, SUITE 750
ORLANDO, FL 32801
AA0002809
www.rbarchitects.com 407.648.7288
As indicated
A141J.4
ROOF PLAN - BLDG J
(BRC) - AREA 4
Checker
Author
03/14/2023
18019-0039
DATE
LICENSE NAME
LICENSE NUMBER
ROOF SAFETY
RAILINGS
3503 VISION BLVD
ORLANDO, FL 32839
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
95% CD SUBMITTAL
SCALE: 3/32" = 1'-0"A141J.4
A1 ROOF PLAN - BLDG_J (BRC) - AREA 4
DATE SUBMISSION/REVISION NO.
KEYNOTES
01 EXISTING ROOF SYSTEM AT MAIN AREA TO REMAIN
03 EXISTING ROOF SYSTEM AT HIGH ROOF AREA TO REMAIN
04 EXISTING MECHANICAL EQUIPMENT TO REMAIN. NO ROOF EQUIPMENT
MODIFICATIONS ARE PART OF THIS SCOPE OF WORK
12 SINGLE POINT TIE OFF LOCATION. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW STEEL POST, TYP. REFER TO SHEET A501
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
17 GALVANIZED STEEL ACCESS PLATFORM WITH STEEL GRATING, TYP. REFER TO
SHEET A501 AND STRUCTURAL DRAWINGS
GENERAL NOTES - ROOF
1 REFER TO OTHER DISICPLINES FOR ADDITIONAL SCOPE OF WORK NOT SHOWN
ON THIS PLAN.
2 THESE DRAWNGS HAVE BEEN DEVELPED FROM OBSERVED FIELD CONDITIONS
AND EXISTING DRAWINGS BUT MAY NOT REFLECT ALL HIDDEN CONDITIONS. THE
CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAWINGS WITH
EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY IF ANY CONFLICT EXISTS.
3 THIS FACILITY WILL REMAIN OPERATIONAL FOR THE DURATION OF THIS
PROJECT. THE GC SHALL ENSURE THE SAFETY OF ALL OCCUPANTS AND
PERSONNEL. DEMOLITION OF ITEMS WHICH MAY CREATE DUST, NOISE, OR
CIRCULATION PROBLEMS SHOULD BE COORODINATED WITH THE OWNER PRIOR
TO THE START OF WORK.
4 EXISTING ROOFS ARE MODIFIED BITUMENT UNLESS OTHERWISE INDICATED
5 THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS TO REMAIN FROM
DAMAGE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. THE
CONTRACTOR SHALL BEAR ALL COSTS OF REPAIRING, REFINISHING,
REPLACING, ETC OF EXISTING ITEMS DAMAGED TO THEIR ORIGINAL STATE.
6 CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. FOR
ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES REFER TO SHEET
G001
7 CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRRAWINGS FOR NEW
LADDERS, SAFETY RAILINGS AND GATES FOR REVIEW BY THE DESIGN TEAM
FOR APPROVAL PRIOR TO FABRICATION.
8 IF REQUIRED THE CONTRACOTR SHALL COORDINATE ALL SHUT DOWNS IN
UTILITY SERVICE WITH OWNER PRIOR TO PERFORMING SHUT DOWNS IN UTILITY
SERVICE.
9 CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL NEW PENETRATIONS
MADE THROUGH THE EXISTING ROOF SYSTEM ARE FLASHED TO A WATERTIGHT
CONDITION. CONTRACTOR SHALL COORDINATE WITH ROOFING DETAILS
PROVIDED.
10 CONTRACTOR SHALL COORDINATE WITH THE OWNER OF ANY CURRENT ROOF
WARRANTIES.
11 CONTRACTOR SHALL COORDINATE WITH OWNER CONCERNING THE PROPER
REMOVAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED…
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