ROOF_SAFETY_RAILING-PKG_1-CD_Set.pdf
PDF 5 MB Posted
- Attached to
- Corrections Campus Wide Roof Safety Rails
- Solicitation number
- Y26-706
- Issued by
- Orange County, Orlando City, Florida
About this file
This is a construction document set for Roof Safety Railings prepared by Rhodes+Brito Architects for the Orange County Government Capital Projects Division, located at 3503 Vision Blvd in Orlando, Florida. The project involves providing fall protection safety devices at various locations on the roofs of Buildings D, E, and F at the Orange County Corrections Campus. The scope includes installing safety railings, single-point tie-offs, horizontal lifelines, selective roof demolition, and limited roofing work around new safety installations. The documents are dated March 14, 2023, and represent a 95% Construction Documents (CD) review submittal.
The project documents specify that no modifications will be made to existing roof top mechanical systems or utilities. The design team will install fall protection systems including 42-inch high guard railings, self-closing gates, and access ladders. Detailed structural and architectural drawings provide specifications for anchoring systems, including using Hilti anchoring products and ensuring minimal disruption to existing roof structures. The installation will require careful coordination with the facility to maintain operational continuity, with contractors required to protect existing items from damage and coordinate work hours and potential utility shutdowns with the owner. The project is designed to comply with the 2020 Florida Building Code and includes comprehensive inspection and special inspection requirements.
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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
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
LEGEND
SCOPE OF WORK
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
BUILDINGS D, E & F
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
G000.1
SCALE: 1 : 2000G000.1
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. D (BUILDING), E (BUILDING) AND
F (BUILDING) 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.
• 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
ARCHITECTURAL
REV. NO. SHEET NAME
A141D ROOF PLAN - BLDG D
A141E ROOF PLAN - BLDG E
A141F ROOF PLAN - BLDG F
A501.1 EXTERIOR DETAILS
A504 PHYSICAL CHARECTERISTICS SCHEDULE, GENERAL NOTES AND ROOF
COMPONENT FASTENING SCHEDULE
A505 FLASHING REPAIR DETAILS
Grand total: 6
GENERAL
REV. NO. SHEET NAME
G000.1 COVER SHEET
G001.1 GENERAL INFORMATION AND DRAWING INDEX
Grand total: 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
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
12" = 1'-0"
G001.1
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
STRUCTURAL
REV. NO. SHEET NAME
S-001 GENERAL NOTES & ABBREVIATIONS
S-101 BUILDING D
S-102 BUILDING E
S-103 BUILDING F
S-501 DETAILS
Grand total: 5
DRAWING INDEX
DATE SUBMISSION/REVISION NO.
9'
0"
4' - 0" 4'
0"
4' - 0"
4' - 0"
11' - 0"
20' - 6"
12' - 0"
12' - 0"
15 15
11' - 10"
4' - 0" 5' - 0"
VIF
14' - 8"
V
IF
08 04
04 04
040404
22' - 0"
15' - 0"
V
IF
11' - 10"
50' - 0"
13' - 0"
4'
0"
4'
0"
13' - 0" 3' - 0" 8' - 10"
V
IF19
12' - 0"
3' - 0"
VIF
18' - 0"
8' - 0"
14' - 10"
4' - 0"
52' - 0"
14' - 0"
6' - 0"
16' - 0"
16' - 0"
32' - 0"
16' - 0" 2' - 8"
BUILDING E
(SEE SHEET A141E)
MAIN ROOF AREA
BUILDING D
RAISED ROOF
AREA
LOW ROOF AREA
LOW 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
A141D
ROOF PLAN - BLDG D
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"A141D
A3 ROOF PLAN - BLDG_D
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
07 EXISTING ROOF ACCESS HATCH TO REMAIN, TYP
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
14 42" HIGH GUARD RAILING. REMOVE EXISTING ROOF SYSTEM ONLY AS
REQUIRED TO INSTALL NEW VERTICAL POSTS, TYP. REFER TO SHEET A501
15 42" HIGH SELF CLOSING SWINGING GATE WITH SPRING LOADED HINGES AND
STEEL PLATE STOP, ATTACHED TO GUARD RAILING POST. 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
NOT BE DISTURBED IN ANY WAY AND MUST REMAIN OPERATIONAL AT ALL TIMES
16 ALL EXISTING ROOF WALKWAY PADS ARE TO REMAIN
BUILDING D
(SEE SHEET A141D)
BUILDING F
(SEE SHEET A141F)
9"
51' - 0"
85' - 0" 4' - 0"
4' - 0"
20' - 0"
" 0414
4'
0"
21' - 0"
21' - 0"4'
0"
4' - 0"
5' - 0"
10' - 0"
5' - 0"
10' - 0"
E Q
E Q
15' - 0"
LOW ROOF AREA
HIGH ROOF
AREA
MAIN ROOF AREA
BUILDING E
HIGH ROOF
AREA
HIGH ROOF
AREA
LOW ROOF
AREA
2' - 6"
14' - 0"
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
A141E
ROOF PLAN - BLDG E
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"A141E
A4 ROOF PLAN - BLDG_E
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
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
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
20 EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN, SEE GENERAL ROOF
NOTES FOR ADDITIONAL INFORMATION
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
4' - 0"
10' - 0"
10' - 0"
V
IF
5' - 0" 58' - 0"
4' - 0"
50' - 0"
51' - 0"
13' - 0"
10' - 8" 4' - 0"
2' - 0"
13' - 0"
4'
0"
10' - 0"
14' - 0"
10' - 0" 4' - 0"
8' - 6"
E Q
E Q
BUILDING E
(SEE SHEET A141E)
BUILDING G
10' - 0"
6' - 0"
MAIN ROOF AREA
BUILDING F
LOW ROOF AREA
HIGH ROOF AREA
RAISED ROOF
AREA
5' - 0"
5' - 0"
10' - 0"
LOW ROOF
AREA
LOW ROOF AREA
3' - 0"
5' - 0"
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
A141F
ROOF PLAN - BLDG F
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"A141F
A3 ROOF PLAN - BLDG_F
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
10 EXISTING RAISED ROOF TO REMAIN. NO MODIFICATIONS TO ROOF 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
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
TOP OF ROOF
STEEL PLATE ANCHORED
TO EXISTING CONCRETE
DECK, SEE STRUCT. DWGS
FOR DETAILS
REMOVE EXISTING ROOF
MEMBRANE AND
INSULATION AS REQUIRED
FOR STEEL PLATE & POST
INSTALATION
METAL FLASHING AROUND
POST, REFER TO SHEET
A505 FOR DETAILS
GALV. STEEL POST W/
STEEL CAP AND THREADED
ROD, SEE STRUCT. DWGS
FOR DETAILS
SWIVELING EYE
ATTACHMENT TO BE
PROVIDED BY THE FALL
PROTECTION
MANUFACTURER AND
ATTACHED TO THREADED
ROD
BY GC
TBD
ROOF INSULATION INFILL,
REFER TO SHEET A505 FOR
DETAILS
EXISTING ROOF SYSTEM TO
REMAIN
THREADED BOLT, REFER TO
STRUCT. DWGS FOR
DETAILS
GC NOTES:
1. PRIOR TO PURCHASING, CONTRACTOR SHALL COORDINATE WITH THE LIFELINE
MANUFACTURER TO INCLUDE ALL THE REQUIRED END ANCHORS, INTERMEDIATE
ANCHORS, BY-PASS ANCHORS, AND ALL REQUIRED 90 & 45 DEGREE WIRE CORNERS,
AS WELL AS ALL ACCESSORIES NEEDED FOR HORIZONTAL LIFELINE SYSTEM.
2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS ON THE STEEL POST INCLUDING
BUT NOT LIMITED TO BASE PLATE FOR APPROVAL
GALV. STEEL
HORIZONTAL
RAILS, REFER TO
STRUCTURAL
DWGS TYP
GC NOTES:
1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS
ON THE SAFETY RAILING SYSTEM INCLUDING BUT
NOT LIMITED TO SIZES, CONNECTIONS, SPACING,
AND ANY OTHER ELEMENTS TO THE ARCHITECT
FOR APPORVAL PRIOR TO FABRICATION.
2. SHOP DRAWING SHALL INCLUDE RAILING LAYOUT
IDENTIFYING EACH FITTING NEEDED INCLUDING
ANGLED FITTINGS IF NEEDED
5' - 0" MAX
GALV. STEEL
VERTICAL POST
GALV. PIPE
FITTING, TYP
EXISTING
ROOF LEVEL
TO REMAIN
EXISTING ROOF
DECK, TO
REMAIN, TYP
STEEL PLATE AT
BOTTOM OF EA
POST ATTACHED
TO DECK, SEE
STRUCUT, TYP
CORROTION
RESISTANT THREE
(3) SOCKET PIPE
FITTING
CORROTION
RESISTANT FOUR
(4) SOCKET PIPE
FITTING
SIDE ELEVATION
3/4" DIA STEEL RUNG,
TYP
V E
R
IF
Y I N
F
IE
L D
EXISTING ROOF,
TO REMAIN, TYP
STEEL CLIP ANGLE,
TYP
GC NOTES:
1. CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS ON THE STEEL
LADDER INCLUDING BUT NOT
LIMITED TO SIZES, CONNECTIONS,
SPACING, AND ANY OTHER
ELEMENTS TO THE ARCHITECT FOR
APPORVAL PRIOR TO FABRICATION.
FLAT STEEL RAIL AT
EACH SIDE
OF FLAT
RAIL
M A
X
EXIST FACE OF
BUILDING
1' - 6"
E Q
E Q
7"
"6
FRONT ELEVATION
2' - 0"
E Q
E Q
FLAT STEEL RAIL
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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
A501.1
EXTERIOR DETAILS
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: 1 1/2" = 1'-0"A501.1
D9 SINGLE POINT ATTACHMENT DETAIL
SCALE: 1/2" = 1'-0"A501.1
F9 TYPICAL SECURITY RAILING DETAIL
SCALE: 1/2" = 1'-0"A501.1
A9 LADDER DETAIL
SCALE:
DATE:
DRAWN BY:
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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 D, E & F
ORANGE COUNTY
GOVERNMENT
CAPITAL PROJECTS
DIVISION
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
S-001
GENERAL NOTES AND
ABBREVIATIONS
A. CELLA, P.E.
A. CELLA, P.E.
3/14/2023
L68.074.001
ROOF SAFETY
RAILINGS
3503 VISION BLVD,
ORLANDO, FL 32839
100% CONSTRUCTION DOCUMENTS
D.1 D.2 D.3 D.4 D.5 D.6 D.7
RISK CATEGORY
SEISMIC IMPORTANCE FACTOR
SS = 0.085
SITE CLASS
Sds = 0.075
SEISMIC DESIGN CATEGORY = A
SEISMIC RESPONSE COEFFICIENT, Cs
III
1.25 S1 = 0.036 D Sd1 = 0.051
RESPONSE MODIFICATION COEFFICIENT, R = 3
0.0308
D. SEISMIC
SITE EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT
WIND-BORNE DEBRIS REGION
B ±0.18
NO
C.1 ULTIMATE WIND SPEED
BUILDING RISK CATEGORY
144 MPH
III
C. WIND LOAD (3-SEC. GUST)
150 LB CONCENTRATED LATERAL OR VERTICAL LOAD AT MID RAIL
200 LB CONCENTRATED LATERAL OR VERTICAL LOAD AT TOP RAIL
B.5 ROOF GUARDRAIL 20 PLF AT TOP OF RAIL (NON-PULBIC AREAS)
B.4 ROOF ELEVATED WALKWAY PLATFORMS 60 PSF
B.3 ROOF ACCESS LADDER 60 PSF
B.2 LIFELINE SUPPORT LOAD 3,100 LBS x (1.6 FACTOR)
B.1 SINGLE POINT ANCHOR FALL ARREST LOAD 3,100 LBS x (1.6 FACTOR)
B. FALL ARREST AND LIFELINE LIVE LOADS:
2. FBC DESIGN DATA:
A. ROOF LIVE LOAD: 20 PSF
1. CODES AND REFERENCE STANDARDS: FLORIDA BUILDING CODE (FBC) - 2020 7TH EDITION
PART IA - DESIGN CRITERIA
11. THIS STRUCTURE IS A THRESHOLD BUILDING AS DEFINED BY THE FLORIDA BUILDING CODE.
10. FOR ELEVATIONS REFER TO THE PLAN SHEETS.
9. 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.
8. 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.
7. DO NOT SCALE DRAWING DIMENSIONS. IN THE EVENT OF A GRID LINE DIMENSION CONFLICT, THE ARCHITECTURAL
DRAWINGS SHALL GOVERN.
6. TYPICAL NOTES AND DETAILS SHOWN ON STRUCTURAL TYPICAL DETAILS SHALL BE APPLICABLE TO ALL PARTS OF THE STRUCTURAL WORK EXCEPT WHERE SPECIFICALLY REQUIRED OTHERWISE ON THE CONTRACT DOCUMENTS. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE SHOWN FOR THE MOST NEARLY SIMILAR CONDITION ON THE DRAWINGS
AS DETERMINED BY THE ENGINEER.
5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PROCEDURES. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF
CONSTRUCTION OR FOR RELATED SAFETY PRACTICES.
4. 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.
3. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATIONS NOT INDICATED ON THE STRUCTURAL DRAWINGS. SUCH INFORMATION INCLUDES, AS A MINIMUM, SPECIAL CONNECTIONS, MISCELLANEOUS DETAILS, SPECIAL FINISHES, OPENINGS IN STRUCTURAL ELEMENTS, ETC.
2. WORK ON STRUCTURAL DRAWINGS REPRESENTS FINAL CONDITIONS CONTRACTOR SHALL BE RESPONSIBLE FOR THE
STRUCTURAL STABILITY OF ALL INTERMEDIATE CONDITIONS DURING CONSTRUCTION.
1. THE CONTRACTOR IS RESPONSIBLE FOR THE SURVEY AND FIELD VERIFYING ALL EXISTING CONDITIONS.
THE FOLLOWING REQUIREMENTS TOGETHER WITH THE PROJECT PLANS AND SPECIFICATIONS SHALL APPY TO THE STRUCTURES
IN THIS CONTRACT:
PART IB - GENERAL
4. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR
INSTALLER CERTIFICATION PROGRAM OR EQUIVALENT.
3. ALL POST INSTALLED ANCHOR PRODUCTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION PROCEDURES.
2. ALL POST INSTALLED ANCHORS INTO PLACED & CURED CONCRETE OR GROUTED MASONRY, USE HILTI HIT-HY 200
INJECTION ADHESIVE ANCHOR (OR APPROVED EQUAL), UNLESS NOTED OTHERWISE.
1. FOR ALL POST INSTALLED ANCHORS INTO UNGROUTED MASONRY, USE HILTI HIT-HY 70 SYSTEM OR APPROVED EQUAL.
PART IV - POST INSTALLED ANCHORS
WWR WELDED WIRE REINFORCEMENT
WF WIDE FLANGE
VIF VERIFY IN FIELD
VERT VERTICAL
UNO UNLESS NOTED OTHERWISE
T/WALL TOP OF WALL ELEVATION
T/SLAB TOP OF SLAB ELEVATION
T/S TOP OF STEEL ELEVATION
T/PILE TOP OF PILE ELEVATION
T&B TOP AND BOTTOM
SSR SHEAR STUD REINFORCEMENT
SOG SLAB ON GRADE
SIM SIMILAR
STD STANDARD
SCHED SCHEDULE
RO ROUGH OPENING
REINF REINFORCING
PL PLATE
OCEW ON CENTER, EACH WAY
OC ON CENTER
MO MASONRY OPENING
LOC LOCATION
JT JOINT
HORIZ HORIZONTAL
GALV GALVANIZED
F.S. FAR SIDE (PLATE ON FAR SIDE OF PANEL)
FF FINISH FLOOR
FD FLOOR DRAIN
EXP EXPANSION
EXIST EXISTING
EW EACH WAY
EQ EQUAL
EOR ENGINEER OF RECORD
EMBED EMBEDMENT
EL ELEVATION
EFEW EACH FACE, EACH WAY
EF EACH FACE
DWGS DRAWINGS
DIA DIAMETER
COORD COORDINATE
COL COLUMN
CONT CONTINUOUS
CMU CONCRETE MASONRY UNIT
CL CENTERLINE
BTM BOTTOM
BPE BOTTOM OF PILE ELEVATION
BP BASE PLATE
B/S BOTTOM OF STEEL
ASD ALLOWABLE STRESS DESIGN
AFF ABOVE FINISH FLOOR
ADDL ADDITIONAL
MARK MEANING
ABBREVIATION TABLE
11.8 DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS
11.7 JOINT BROUGHT TO THE SNUG-TIGHT OR PRE-TENSIONED CONDITION
11.6 FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHER (IF REQUIRED) ARE POSITIONED AS REQUIRED
11.5 PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS
11.4 PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
11.3 PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH)
11.2 FASTENER MARKED IN ACCORDANCE WITH ASTM REQUIREMENT
11.1 MANUFACTURER CERTIFICATION AVAILABLE FOR FASTENER MATERIALS
11. INSPECTION TASKS FOR BOLTED CONNECTIONS:
10.15 DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER
10.14 WELDS MEET VISUAL ACCEPTANCE CRITERIA
10.13 SIZE, LENGTH, AND LOCATION OF WELDS
10.12 WELDS CLEANED
10.11 VERIFY WELDING TECHNIQUES
10.10 VERIFY WPS FOLLOWED
10.9 NO WELDING OVER CRACKED TACK WELDS
10.8 CONTROL OF HANDLING OF WELDING CONSUMABLES
10.7 USE OF QUALIFIED WELDERS
10.6 CHECK WELDING EQUIPMENT
10.5 FIT UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) AND FIT UP OF FILLET WELDS
10.4 WELDER IDENTIFICATION SYSTEM
10.3 MATERIAL IDENTIFICATION (TYPE/GRADE)
10.2 MANUFACTURER CERTIFICATION FOR WELDING CONSUMABLES AVAILABLE
10.1 WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE
10. INSPECTION TASKS FOR WELDED CONNECTIONS:
9. IN ACCORDANCE WITH SECTION 553.79 (7)A OF THE FLORIDA STATUTES, THE SPECIAL INSPECTOR SHALL, UPON COMPLETION OF THE BUILDING AND PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, FILE A SIGNED AND SEALED STATEMENT WITH THE ENFORCEMENT AGENCY IN SUBSTANTIALLY THE FOLLOWING FORM: TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE CONSTRUCTION OF ALL STRUCTURAL LOAD BEARING COMPONENTS DESCRIBED IN THE THRESHOLD INSPECTION NOTES COMPLIES WITH THE PERMITTED DOCUMENTS, SUBMITTED TO THE ENFORCEMENT
AGENCY.
8. THE SPECIAL INSPECTOR SHALL SUBMIT WRITTEN REPORTS TO THE ENFORCING AGENCY HAVING JURISDICTION FOR THE PROJECT EACH WEEK DURING CONSTRUCTION. IN ADDITION, THE SPECIAL INSPECTOR SHALL SUBMIT COPIES OF HIS REPORT TO THE OWNER, ARCHITECT, ENGINEER AND CONTRACTOR. THE REPORT WILL DESCRIBE CONSTRUCTION PROGRESS FOR THE WEEK AND ALL CONDITIONS THAT WERE NOT IN COMPLIANCE AS DESCRIBED ABOVE. THE REPORT SHALL ALSO STATE WHETHER ANY MEASURES WERE TAKEN BY THE CONTRACTOR TO CORRECT THESE CONDITIONS.
THE REPORT SHALL INCLUDE AN EXCEPTIONS AND CORRECTIONS LOG WITH A REQUIRED CORRECTIVE ACTION
COLUMN FOR EACH NON-CONFORMANCE ITEM.
7. THE SPECIAL INSPECTOR SHALL KEEP AN EXCEPTIONS AND CORRECTIONS FILE FOR FOLLOW-UP. THE EXCEPTIONS LOG SHALL BE SUBMITTED WITH THE WEEKLY REPORT. THIS FILE SHALL BE REVIEWED ON A DAILY BASIS AND UPDATED BY
THE SPECIAL INSPECTOR AS EXCEPTIONS ARE RECTIFIED.
6. THE CONTRACTOR SHALL, UPON BEING INFORMED BY THE SPECIAL INSPECTOR, IMMEDIATELY CAUSE TO ELIMINATE SUCH
DISCREPANCIES AND DEVIATIONS.
5. A SPECIAL INSPECTION PLAN IS NOT REQUIRED.
4. THIS INSPECTION DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES TO CARRY OUT QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS ARE NOT
RELIEVED BY ANY ACTION OF THE SPECIAL INSPECTOR.
3. ONLY ARCHITECTS AND ENGINEERS CERTIFIED BY THE STATE OF FLORIDA AS SPECIAL INSPECTORS OF THRESHOLD BUILDINGS CAN ASSUME THE RESPONSIBILITIES OF A SPECIAL INSPECTOR. THE SPECIAL INSPECTOR SHALL BE PERMITTED TO SEND HIS OR HER DULY AUTHORIZED REPRESENTATIVE TO THE JOB SITE TO PERFORM THE NECESSARY INSPECTIONS PROVIDED ALL REQUIRED WRITTEN REPORTS ARE PREPARED BY AND BEAR THE SEAL OF THE SPECIAL
INSPECTOR AND ARE SUBMITTED TO THE ENFORCEMENT AGENCY.
2. THE CONTRACTOR SHALL COOPERATE WITH AND ASSIST THE SPECIAL INSPECTOR IN PERFORMING INSPECTION DUTIES AS SPECIFIED BELOW. THE SPECIAL INSPECTOR AND ANY REPRESENTATIVE SHALL HAVE FREE ACCESS TO THE PROJECT AT ALL TIMES. THE CONTRACTOR SHALL REVIEW AND COORDINATE THE SCHEDULE OF WORK TO ACCOMMODATE THE REQUIRED INSPECTIONS. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWENTY-FOUR (24)
HOUR NOTICE TO THE SPECIAL INSPECTOR FOR ALL INSPECTIONS.
1. THE SPECIAL INSPECTION SERVICES AS DESCRIBED HEREIN WILL BE RETAINED BY THE OWNER. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SCOPE OF THE INSPECTIONS THAT WILL BE PERFORMED AND ALSO THE REQUIREMENTS OF THE CONTRACTOR AS DESCRIBED BELOW. THE OWNER WILL PAY ALL COSTS OF EMPLOYING A SPECIAL INSPECTOR, BUT THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO THE ENFORCEMENT AGENCY.
PART VII - TESTING AND INSPECTIONS
4. THERMALLY CUT EDGES SHALL BE FREE OF GOUGES GREATER THAN 3/16" DEEP AND SHARP V-SHAPED NOTCHES. GOUGES DEEPER THAN 3/16" AND NOTCHES SHALL BE REMOVED BY GRINDING OR REPAIRED BY WELDING.
3. THERMAL CUTTING SHALL MEET THE REQUIREMENTS OF AWS D1.1, SECTIONS 5.15.1.2, 5.15.4.3 AND 5.15.4.4.
2. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING OF EXISTING STRUCTURE INCLUDING BRACING OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT UNEXPECTED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING
DEMOLISHED AND/OR SUPPLEMENTED
1. UNLESS OTHERWISE NOTED, DEMOLITION WASTE BECOMES THE PROPERTY OF THE CONTRACTOR.
PART II - DEMOLITION
17. STRUCTURAL STEEL EXPOSED TO THE WEATHER OR LOCATED IN A NONCONDITIONED SPACE, SHALL BE HOT DIPPED
GALVANIZED.
16. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN
APPROVAL BY THE ENGINEER FOR EACH INDIVIDUAL CASE.
15. MINIMUM SIZE OF FILLET WELDS SHALL BE 1/4 INCH UNLESS OTHERWISE NOTED.
14. ANCHOR BOLTS OR RODS SHALL BE BUILT INTO CONNECTING WORK PRESET BY TEMPLATES OR SIMILAR METHODS.
13. WHERE A GROOVE WELD IS SHOWN WITHOUT AN INDICATED DEPTH OF PENETRATION THE JOINT SHALL BE A COMPLETE
JOINT PENETRATION WELD (CJP).
12. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, UNLESS OTHERWISE NOTED.
11. TO OBTAIN SPECIFIED ALIGNMENT AND FIT-UP UNLESS NOTED OTHERWISE FIELD WELDING MUST BE PERFORMED WHERE SPECIFICALLY NOTED. EDGE OF SLAB AND ROOF BENT PLATES, ANGLES AND OTHER MISC EXTERIOR OR INTERIOR WALL ALIGNMENT ITEMS SHALL BE FIELD WELDED TO BEAMS. PROVIDED FABRICATIONS AND ERECTION TOLERANCES MORE STRINGENT THAN SPECIFIED BY AISC WHERE REQUIRED TO ACHIEVE THE DETAILS INDICATED.
10. ALL WELDING SHALL CONFORM WITH THE LATEST EDITION OF AWS CODE. ALL WELDERS (SHOP & FIELD) SHALL BE AWS D1/1
CERTIFIED FOR THE TYPE OF WELDING BEING PERFORMED.
9. USE WELDED OR BOLTED SHOP CONNECTIONS AND BOLTED FIELD CONNECTIONS WHERE POSSIBLE.
7. PIPE SECTIONS - ASTM A53 GRADE B.
6. ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 55, UNLESS OTHERWISE NOTED.
5. ALL STRUCTURAL BOLTS SHALL BE ASTM A-325 TYPE N UNLESS OTHERWISE NOTED.
4. ANGLES, PLATES, AND BARS - ASTM A36, (EXCEPT WHERE NOTED TO BE ASTM A572-50).
3. SQUARE, RECTANGULAR & ROUND HOLLOW STRUCTURAL SECTIONS (HSS) - ASTM A500 GRADE C.
2. WIDE FLANGE SECTIONS AND TEES - ASTM A992 (Fy = 50 KSI).
DESIGN - AISC 360, LATEST EDITION
CONSTRUCTION - AISC 303, LATEST EDITION
BOLTED CONNECTIONS - LATEST EDITION OF AISC SPECIFICATIONS FOR STRUCTURAL JOINTS
USING ASTM A325 BOLTS
WELDING CONNECTIONS - AMERICAN WELDING SOCIETY (AWS) D1.1, LATEST EDITION
1. STANDARDS:
PART III - STRUCTURAL STEEL
5. TESTING BY THIRD PARTY INDEPENDENT TESTING AGENCY SHALL BE PERFORMED FOR EACH BUILDING WITH STRUCTURAL COMPONENTS ATTACHING TO A CONCRETE ROOF SLAB TO VERIFY ASSUMED (f'c) COMPRESSION STRENGTH AND CONCRETE TYPE (NORMAL WEIGHT OR LIGHT WEIGHT). REPORTS OF TESTING SHALL BE SUBMITTED TO EOR FOR
APPROVAL PRIOR TO FABRICATION OF ANY STEEL COMPONENTS.
4. 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.
3. 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.
2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER AND HAVE THE ENGINEER'S SHOP DRAWING
STAMP AFFIXED PRIOR TO FABRICATION.
1. THE GENERAL CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING FOR REVIEW.
PART V - SUBMITTALS
E. IN ACCORDANCE WITH SECTION 553.79 (7)A OF THE FLORIDA STATUTES, THE SPECIAL INSPECTOR SHALL, UPON COMPLETION OF THE BUILDING AND PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, FILE A SIGNED AND SEALED STATEMENT WITH THE ENFORCEMENT AGENCY IN SUBSTANTIALLY THE FOLLOWING FORM: TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE CONSTRUCTION OF ALL STRUCTURAL LOAD BEARING COMPONENTS DESCRIBED IN THE THRESHOLD INSPECTION PLAN COMPLIES WITH THE PERMITTED DOCUMENTS SUBMITTED TO THE ENFORCEMENT
AGENCY.
D. NOTE CHANGES IN WORKING SEQUENCE OR MATERIALS AND ANY UNUSUAL CIRCUMSTANCES AFFECTING THE
PERFORMANCE OF WORK.
C. IDENTIFY WORKING CONDITIONS INCLUDING WEATHER, TEMPERATURE, TIME OF DAY, AND TYPE AND LOCATION OF
WORK BEING PERFORMED.
B. THE SPECIAL INSPECTOR SHALL KEEP AN EXCEPTIONS AND CORRECTIONS FILE FOR FOLLOW-UP. THE EXCEPTIONS LOG SHALL BE SUBMITTED WITH THE WEEKLY REPORT. THIS FILE SHALL BE REVIEWED ON A DAILY BASIS AND UPDATED BY
THE SPECIAL INSPECTOR AS EXCEPTIONS ARE RECTIFIED.
A. THE SPECIAL INSPECTOR SHALL SUBMIT WRITTEN REPORTS TO THE ENFORCING AGENCY HAVING JURISDICTION FOR THE PROJECT EACH WEEK DURING CONSTRUCTION. IN ADDITION, THE SPECIAL INSPECTOR SHALL SUBMIT COPIES OF HIS REPORT TO THE OWNER, ARCHITECT, ENGINEER AND CONTRACTOR. THE REPORT WILL DESCRIBE CONSTRUCTION PROGRESS FOR THE WEEK AND ALL CONDITIONS THAT WERE NOT IN COMPLIANCE AS DESCRIBED ABOVE. THE REPORT SHALL ALSO STATE WHETHER ANY MEASURES WERE TAKEN BY THE CONTRACTOR TO CORRECT THESE CONDITIONS.
THE REPORT SHALL INCLUDE AN EXCEPTIONS AND CORRECTIONS LOG WITH A REQUIRED CORRECTIVE ACTION
COLUMN FOR EACH NON-CONFORMANCE ITEM.
REPORTING
PERIODIC: PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT
THE COMPLETION OF THE WORK
CONTINUOUS: COMPLETE INSPECTION OF EVERY PART OF THE WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING
PERFORMED AND AT THE COMPLETION OF THE WORK
9. DEFINITIONS:
8. THE SPECIAL INSPECTOR SHALL CONTACT THE ENGINEER ONCE A WEEK TO REVIEW DETAILS ON THE PROJECT AND TO
CONFIRM SPECIAL INSPECTOR HAS REVIEWED ALL APPROVED RFI'S, FCR'S, SKETCHES, ETC.
7. THE CONTRACTOR SHALL, UPON BEING INFORMED BY THE SPECIAL INSPECTOR, IMMEDIATELY CAUSE TO ELIMINATE SUCH
DISCREPANCIES AND DEVIATIONS.
6. THE SPECIAL INSPECTOR SHALL IMMEDIATELY ALERT THE CONTRACTOR OF ALL DISCREPANCIES AND DEVIATIONS FROM
THE CONTRACT DOCUMENTS.
5. THE SPECIAL INSPECTOR SHALL COOPERATE WITH THE CONTRACTOR AND SHALL REFRAIN FROM DIRECTING WORK, AS
THIS IS EXPRESSLY NOT PART OF THE SPECIAL INSPECTION FUNCTION.
4. THE CONTRACTOR SHALL ADVISE THE SPECIAL INSPECTOR IN ADVANCE OF CONSTRUCTION SCHEDULES AND PLANNED
OPERATIONS IN ORDER TO ASSURE TIMELY AND APPROPRIATE INSPECTION.
3. OTHER INSPECTIONS: A REPRESENTATIVE MUST SPEND ADEQUATE TIME TO THOROUGHLY INSPECT THE WORK AS
DESCRIBED HEREIN.
2. STRUCTURAL STEEL: A REPRESENTATIVE MUST PERIODICALLY INSPECT THE WORK AS DESCRIBED HEREIN.
b. A REPRESENTATIVE MUST BE PRESENT TO REVIEW THE INSTALLATION OF THE POST INSTALLED ANCHORS FOR CONFORMANCE WITH THE MANUFACTURER INSTALLATION INSTRUCTION AND THE STRUCTURAL DRAWINGS.
a. A REPRESENTATIVE MUST BE PRESENT TO REVIEW THE DRILLING AND CLEANING FOR THE INSTALLATION OF THE POST INSTALLED ANCHORS FOR CONFORMANCE WITH THE MANUFACTURER INSTALLATION INSTRUCTION
AND THE STRUCTURAL DRAWINGS.
1. POST INSTALLED ANCHOR INSTALLATION:
B. THE FOLLOWING MINIMUM DAILY ON-SITE INSPECTION SCHEDULE SHALL BE ADHERED TO BY THE SPECIAL
INSPECTOR'S REPRESENTATIVE:
A. THE SPECIAL INSPECTOR SHALL PERFORM SITE VISITS AT A FREQUENCY DETERMINED BY HIM/HER TO SATISFY THEMSELVES THAT THE INSPECTIONS ARE BEING PERFORMED BY HIS ON-SITE REPRESENTATIVE(S) IN ACCORDANCE
WITH THIS PLAN.
PROCEDURES AND SCHEDULE
G. THE SPECIAL INSPECTOR SHALL CONFIRM OR VERIFY THAT A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF FLORIDA, WHO SPECIALIZES IN SHORING DESIGN INSPECTS THE SHORING AND RESHORING DURING CONSTRUCTION
FOR CONFORMANCE WITH PLANS SUBMITTED TO THE ENFORCING AGENCY.
F. THE CONTRACTOR SHALL COOPERATE WITH AND ASSIST THE SPECIAL INSPECTOR IN PERFORMING HIS INSPECTION DUTIES AS SPECIFIED BELOW. THE SPECIAL INSPECTOR AND HIS REPRESENTATIVE SHALL HAVE FREE ACCESS TO THE PROJECT AT ALL TIMES. THE CONTRACTOR SHALL REVIEW THIS PLAN AND COORDINATE THE SCHEDULE OF WORK TO ACCOMMODATE THE REQUIRED INSPECTIONS. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWENTY-FOUR (24)
HOUR NOTICE TO THE SPECIAL INSPECTOR FOR ALL INSPECTIONS.
E. ONLY ARCHITECTS AND ENGINEERS CERTIFIED BY THE STATE OF FLORIDA AS SPECIAL INSPECTORS OF THRESHOLD BUILDINGS CAN ASSUME THE RESPONSIBILITIES OF A SPECIAL INSPECTOR. THE SPECIAL INSPECTOR SHALL BE PERMITTED TO SEND HIS OR HER DULY AUTHORIZED REPRESENTATIVE TO THE JOB SITE TO PERFORM THE NECESSARY INSPECTIONS PROVIDED ALL REQUIRED WRITTEN REPORTS ARE PREPARED BY AND BEAR THE SEAL OF THE SPECIAL
INSPECTOR AND ARE SUBMITTED TO THE ENFORCEMENT AGENCY.
D. THIS INSPECTION DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES TO CARRY OUT HIS OWN QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS ARE NOT
RELIEVED BY ANY ACTION OF THE SPECIAL INSPECTOR.
C. THE SPECIAL (THRESHOLD) INSPECTOR MAY NOT SERVE AS A SURROGATE IN CARRYING OUT THE RESPONSIBILITIES OF
THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER OF RECORD.
B. THE PURPOSE OF THIS SPECIAL INSPECTION PLAN, AS REQUIRED BY THE FLORIDA BUILDING CODE 2014, SECTION 110 AND FLORIDA STATUTES CHAPTERS 471 AND 553, IS TO PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED DOCUMENTS.
A. THE SPECIAL INSPECTION SERVICES AS DESCRIBED HEREIN WILL BE RETAINED BY THE OWNER. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SCOPE OF THE INSPECTIONS THAT WILL BE PERFORMED AND ALSO THE REQUIREMENTS OF THE CONTRACTOR AS DESCRIBED BELOW, PARTICULARLY REGARDING FORMWORK DESIGN AND INSPECTIONS. THE OWNER WILL PAY ALL COSTS OF EMPLOYING A SPECIAL INSPECTOR, BUT THE SPECIAL INSPECTOR SHALL BE
RESPONSIBLE TO THE ENFORCEMENT AGENCY.
GENERAL
PART VI - THRESHOLD INSPECTION
C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION -- XX --
B. MEMBER LOCATIONS -- XX --
A. DETAILS SUCH AS BRACING AND STIFFENING -- XX --
6 INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS:
4. OTHER REINFORCING STEEL -- XX --
3. SHEAR REINFORCEMENT XX -- --
2. REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY…
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