Compiled_Bricker_CD_95.pdf
PDF 47 MB Posted
- Attached to
- GC Services for the Bricker USBC Backfill Project Federal contract opportunity
- Solicitation number
- 47PF0022R0038
About this file
This document provides details on a federal solicitation for GC services for a brick construction backfill project. Solicitation number 47PF0022R0038 was issued by the General Services Administration Public Buildings Service Region 5 seeking proposals for construction services. Offerors are to provide all labor, materials, equipment, transportation, supervision and other essentials to complete a brick construction backfill project at an unspecified location. Proposals are due by April 15th, 2023 with award notices expected to be issued by June 1st, 2023. The solicitation does not specify any set-asides, pricing terms, or incumbent contractors. The compiled PDF file contains project specifications and requirements but does not disclose its contents.
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Text version
GSA - JOHN W. BRICKER FEDERAL BUILDING
U.S. BANKRUPTCY COURT
CONSOLIDATION BACKFILL
200 NORTH HIGH ST.
COLUMBUS, OHIO 43215
95% CONSTRUCTION DOCUMENTS
INDEX OF DRAWINGS
16 JUNE 2023
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
FLOOR NO.
DESCRIPTIONDATEMARK
G
RA
P H
IC
S C
AL
E
P R O J E C T
D R A W
IN
G
SUBMISSION
SUB. DATE
GSA
PROJECT NO.
DATE DRAFTED:DRAWN BY
CHECKED BY
FILE NAME
DRAWING TITLE
DRAWING NO.
SEQUENCESHEET TYPEDISCIPLINE
OF
SHEET SIZE:
GENERAL SERVICES ADMINISTRATION
R E V
IS
IO
N
N O T E S
C E R T
IF
IC
A T
IO
N S
08/17/22
25-21108-00
GSA PUBLIC BUILDING SERVICE
GREAT LAKES REGION 5
230 S. DEARBORN STREET
CHICAGO, IL 60604
SHEET OF
30 X 42
XXX
TBD
PROJECT
FACILITY CODEB
U
IL
D
IN
G
TITLE
PROJECT
DESCRIPTION
U.S. BANKRUPTCY COURT CONSOLIDATION
(BACKFILL) COLUMBUS, OH.
OHO208CL
U.S. BANKRUPTCY COURT CONSOLIDATION
(BACKFILL) COLUMBUS, OH.
CONS. WORK
A/E TASK NO.
CONSTR. CON.
C O N T R A C T O R S
A/E CON. NO.
CONS. CONTR.
PRIME A/E
SUB A/E
NAME
STREET
CITY/ST./ZIP
JOHN W. BRICKER FEDERAL BUILDING
200 NORTH HIGH STREET
COLUMBUS, OH. 43215
DLR GROUP
TBD
GS-00-P-16-BQ-D-7003
47PF0021F0296
G-001
COVER SHEET
06/16/23
95% CONSTRUCTION DOCUMENTS
.ARCHITECTURAL.
A-201 EXTERIOR ELEVATION
A-301 NEW ADDITION PLANS & SECTIONS
A-305 NEW ADDITION ELEVATIONS
A-306 NEW ADDITION DETAILS
A-307 NEW ADDITION DETAILS
A-310 WALKWAY SCREENING DETAILS
A-401 ENLARGED PLAN - LOBBY
A-402 ENLARGED ELEVATIONS- LOBBY
A-403 ENLARGED PLANS & ELEVATIONS - LOBBY
A-411 ENLARGED PLAN - WAITING AREA
A-421 ENLARGED PLANS & ELEVATIONS - COURTROOMS
A-422 ENLARGED PLANS & ELEVATIONS - COURTROOM MILLWORK
A-423 ENLARGED PLANS & ELEVATIONS - COURTROOM MILLWORK
A-431 ENLARGED PLANS & ELEVATIONS - MAIL ROOM & PUBLIC INTAKE
A-441 ENLARGED PLAN - CSO BOH
A-451 ENLARGED PLAN - JUDGE'S SUITE
A-452 ENLARGED ELEVATIONS - JUDGE'S SUITE
A-461 ENLARGED PLAN - CLERK'S SUITE
A-462 ENLARGED ELEVATIONS - CLERK'S SUITE
A-601 INTERIOR DETAILS
A-602 INTERIOR DETAILS
A-603 INTERIOR DETAILS
A-604 INTERIOR DETAILS
A-610 PLAN DETAILS
A-620 CEILING DETAILS
A-621 SEISMIC CEILING DETAILS
A-701 LEVEL 1 - FINISH PLAN
A-702 LEVEL 2 - FINISH PLAN
A-707 LEVEL 7 - FINISH PLANS
A-800.01 FURNITURE SCHEDULES
A-800.02 FURNITURE SCHEDULES
A-801 LEVEL 1 - FURNITURE PLAN
A-802 LEVEL 2 - FURNITURE PLAN
A-807 LEVEL 7 - FURNITURE PLAN
A-900 SCHEDULES
A-901 PARTITION TYPES
A-902 DOOR & FRAME TYPE & SCHEDULE
A-903 DOOR DETAILS
A-904 BUILDING DETAILS
.ARCHITECTURAL.
AD101 LEVEL 1 - DEMOLITION PLAN
AD102 LEVEL 2 - DEMOLITION PLAN
AD107 LEVEL 7 - DEMOLITION PLAN
A-101 LEVEL 1 - FLOOR PLAN
A-102 LEVEL 2 - FLOOR PLAN
A-107 LEVEL 7 - FLOOR PLAN
A-151 LEVEL 1 - REFLECTED CEILING PLAN
A-152 LEVEL 2 - REFLECTED CEILING PLAN
A-156 LEVEL 6 - REFLECTED CEILING PLAN
A-157 LEVEL 7 - REFLECTED CEILING PLAN
A-161 LEVEL 1 - ENLARGED REFLECTED CEILING PLAN - LOBBY
.GENERAL.
G-001 COVER SHEET
G-002 SYMBOLS AND ABBREVIATIONS
G-003 PROGRAM SUMMARY
G-004 ACCESSIBILITY STANDARDS
G-100 CODE SUMMARY
G-101 LEVEL 1 - LIFE SAFETY PLAN
G-102 LEVEL 2 - LIFE SAFETY PLAN
G-107 LEVEL 7 - LIFE SAFETY PLAN
AS100 ARCHITECTURAL SITE PLAN
LOCATION MAP: VICINITY MAP:
SITE
SITE
PROJECT TEAM:
ARCHITECTURE, INTERIORS
DLR GROUP - CLEVELAND, OH
COURTS PLANNING
DLR GROUP - CLEVELAND, OH
HISTORIC PRESERVATION
DLR GROUP - CLEVELAND, OH
MECHANICAL, ELECTRICAL, PLUMBING
DLR GROUP - CLEVELAND, OH
TELECOMM, IT, SECURITY
DLR GROUP - CLEVELAND, OH
STRUCTURAL - THORTON TOMASSETTI
THORNTON TOMASETTI - WASHINGTON DC
FIRE PROTECTION, LIFE SAFETY -
JENSEN HUGHES - INDEPENDENCE, OH
.MECHANICAL.
M0.1 MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES
MD1.1 LEVEL 01 - MECHANICAL DEMOLITION PLAN
MD1.2 LEVEL 02 - MECHANICAL DEMOLITION PLAN
MD1.6 LEVEL 06 - MECHANICAL DEMOLITION PLAN
MD1.7 LEVEL 07 - MECHANICAL DEMOLITION PLAN
MD2.1 LEVEL 01 - HVAC PIPING DEMOLITION PLAN
MD2.2 LEVEL 02 - HVAC PIPING DEMOLITION PLAN
MD2.7 LEVEL 07 - HVAC PIPING DEMOLITION PLAN
M1.1 LEVEL 01 - HVAC PLAN
M1.2 LEVEL 02 - HVAC PLAN
M1.6 LEVEL 06 - HVAC PLAN
M1.7 LEVEL 07 - HVAC PLAN
M1.8 ROOF - HVAC PLAN
M2.0 LEVEL B1 - PIPING PLAN
M2.1 LEVEL 01 - PIPING PLAN
M2.2 LEVEL 02 - PIPING PLAN
M2.7 LEVEL 07 - PIPING PLAN
M2.8 ROOF - PIPING PLAN
M3.1 ENLARGED HVAC PLANS
M5.1 CONTROLS DIAGRAMS
M5.2 CONTROLS DIAGRAMS
M5.3 CONTROLS DIAGRAMS
M5.4 CONTROLS DIAGRAMS
M6.1 AIRFLOW RISER DIAGRAMS
M7.1 MENCHANICAL DETAILS
M7.2 MENCHANICAL DETAILS
M8.1 MECHANICAL SCHEDULES
M8.2 MECHANICAL SCHEDULES
.ELECTRICAL.
E2.0 LEVEL 00 - POWER PLAN
E2.1 LEVEL 01 - POWER PLAN
E2.2 LEVEL 02 - POWER PLAN
E2.7 LEVEL 07 - POWER PLAN
E2.8 PENTHOUSE - POWER PLAN
E4.1 ENLARGED ELECTRICAL PLANS
E5.1 ELECTRICAL ONE LINE DIAGRAM
E5.2 ELECTRICAL ONE LINE DIAGRAM
E5.3 ELECTRICAL ONE LINE DIAGRAM - EMERGENCY
E6.1 ELECTRICAL DETAILS
E6.2 ELECTRICAL DETAILS
E7.1 LUMINAIRE SCHEDULE
E7.2 LIGHTING CONTROLS
E7.3 ELECTRICAL SCHEDULE
E7.4 ELECTRICAL SCHEDULE
E7.5 PANEL SCHEDULE
E7.6 PANEL SCHEDULE
E7.7 PANEL SCHEDULE
E7.8 PANEL SCHEDULE
E7.9 PANEL SCHEDULE
E7.10 PANEL SCHEDULE
E7.11 PANEL SCHEDULE
E8.0 PHOTOMETRIC CALCULATIONS
E8.1 PHOTOMETRIC CALCULATIONS
E8.2 PHOTOMETRIC CALCULATIONS
E8.3 ELECTRICAL CALCULATIONS
.ELECTRICAL.
E0.1 ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES
ED1.1 LEVEL 01 - LIGHTING DEMOLITION PLAN
ED1.2 LEVEL 02 - LIGHTING DEMOLITION PLAN
ED1.7 LEVEL 07 - LIGHTING DEMOLITION PLAN
ED2.1 LEVEL 02 - POWER DEMOLITION PLAN
ED2.2 LEVEL 02 - POWER DEMOLITION PLAN
ED2.7A LEVEL 07 - POWER DEMOLITION PLAN
ED2.7B LEVEL 07 - POWER UNDER FLOOR DEMOLITION PLAN
E1.1 LEVEL 01 - LIGHTING PLAN
E1.2 LEVEL 02 - LIGHTING PLAN
E1.7 LEVEL 07 - LIGHTING PLAN
.PLUMBING.
P0.1 GENERAL NOTES, PLUMBING SYMBOLS & ABBREVIATIONS
PD1.1 LEVEL B1 - BASEMENT PLUMBING DEMOLITION PLAN
PD2.1 LEVEL 01 - PLUMBING DEMOLITION PLAN
PD2.2 LEVEL 02 - PLUMBING DEMOLITION PLAN
PD2.6 LEVEL 06 - PLUMBING DEMOLITION PLAN
PD2.7 LEVEL 07 - PLUMBING DEMOLITION PLAN
P1.1 LEVEL B1 - BASEMENT PLUMBING PLAN
P2.1 LEVEL 01 - PLUMBING PLAN
P2.2 LEVEL 02 - PLUMBING PLAN
P2.6 LEVEL 06 - PLUMBING PLAN
P2.7 LEVEL 07 - PLUMBING PLAN
P5.1 PLUMBING DETAILS
P6.1 PLUMBING SCHEDULES
.STRUCTURAL.
S-001 GENERAL NOTES
S-002 GENERAL NOTES AND SCHEDULES
S-101 FIRST FLOOR FRAMING PLAN
S-102 SECOND FLOOR FRAMING PLAN
S-520 TYPICAL STEEL BEAM DETAILS
S-521 STEEL DETAILS
S-540 TYPICAL COMPOSITE STEEL DECK DETAILS
S-541 TYPICAL COMPOSITE STEEL DECK DETAILS
.FIRE PROTECTION.
F.0 NOTES AND LEGENDS
FAD.1 FIRE ALARM DEMO PLAN
FAD.2 FIRE ALARM DEMO PLAN
FAD.7 FIRE ALARM DEMO PLAN
FA.1 FIRE ALARM PLAN
FA.2 FIRE ALARM PLAN
FA.7 FIRE ALARM PLAN
FSD.1 FIRE SUPPRESSION DEMO PLAN
FSD.2 FIRE SUPPRESSION DEMO PLAN
FSD.7 FIRE SUPPRESSION DEMO PLAN
FSD.6 FIRE SUPRESSION DEMO PLAN
FS.1 FIRE SUPPRESSION PLAN
FS.2 FIRE SUPPRESSION PLAN
FS.7 FIRE SUPPRESSION PLAN
.TELECOM & SECURITY.
TE0.1 TELECOM SYMBOLS, ABBREVIATIONS, & NOTES
TE1.1 LEVEL 01 - TELECOM / SECURITY PLAN
TE1.2 LEVEL 02 - TELECOM / SECURITY PLAN
TE1.7 LEVEL 07 - TELECOM / SECURITY PLAN
TE1.10 PARKING GARAGE - TELECOM/SECURITY PLAN
TE2.1 LEVEL 01 - TELECOM / SECURITY RCP
TE2.2 LEVEL 02 - TELECOM / SECURITY RCP
TE2.7 LEVEL 07 - TELECOM / SECURITY RCP
TE3.1 TELECOM/SECURITY ENLARGED PLAN
TE5.1 TELECOM ONE-LINE DIAGRAMS
TE6.1 TELECOM DETAILS
TE6.2 TELECOM DETAILS
GENERAL SYMBOLS
SIM
ROOM
NAME
XXX-XX
DETAIL NUMBER
SHEET NUMBER
CROSS REFERENCE
WALL SECTION
SIMILAR OR TYPICAL
REFERENCE
DETAIL REFERENCE
BUILDING SECTION
SHEET NOTE
COLUMN GRID LINE
ROOM NUMBER/NAME
REVISION NUMBER
EARTH
GRAVEL
SAND
CONCRETE
PRECAST CONCRETE
STEEL
STONE
CONCRETE MASONRY UNIT
BRICK VENEER
STEEL (LARGE SCALE)
LEVEL XX
XXX'-XX"
LEVEL ELEVATION
GYM FLOOR
WOOD
(CONTINUOUS BLOCKING)
WOOD
(NON-CONTINUOUS BLOCKING)
WOOD (TRIM/FINISH)
GLASS
SHINGLES
PLYWOOD (LARGE SCALE)
GYPSUM WALL BOARD
BLANKET INSULATION
RIGID INSULATION
SPRAY FOAM INSULATION
MINERAL WOOL INSULATION
PROTECTION BOARD
CARPET (LARGE SCALE)
ACOUSTIC TILE (LARGE SCALE)
TILE (LARGE SCALE)
REFERENCE KEYNOTE
XX A4.XX BUILDING ELEVATION
A12.X
XX
XX XX
XX
INTERIOR ELEVATION
100'-0"
TYP FF EL=
100'-0"
FINISH FLOOR
ELEVATION
SPOT ELEVATION
PROPERTY LINE
LOT LINE
EASMENT LINE
BUILDING LINE, EXISTING
BUILDING LINE, NEW W/DOOR
OPENING AND STRUCTURAL STOOP
PRIMARY CONTOUR, EXISTING
PRIMARY CONTOUR, NEW
SECONDARY CONTOUR, EXISTING
SECONDARY CONTOUR, NEW
SLOPE, PAVEMENT
DRAINAGE DITCH OR SWALE
STREET CENTERLINE
CURB, THICKENED EDGE
CURB, EXISTING
CURB, NEW
PAVING CONTRACTION JOINT
PAVING KEYED CONSTRUCTION JOINT
PAVING TIED CONSTRUCTION JOINT
PAVING EXPANSION JOINT
FENCE, SECURITY
FENCE, BARBED WIRE
FENCE, CHAIN LINK
FENCE, WOOD
SEED LIMIT
SOD LIMIT
FOUNDATION DRAIN, NON-PERFORATED
FOUNDATION DRAIN, PERFORATED
SUBDRAIN, PERFORATED
SANITARY SEWER
FORCE MAIN
WATER
FIRE
GAS
HIGH PRESSURE STEAM
MEDIUM PRESSURE STEAM
LOW PRESSURE STEAM
UNDERGROUND ELEC/TELEPHONE
OVERHEAD POWER
LAWN SPRINKLER HOT LINE
LAWN SPRINKLER LATERAL
1% SLOPE
DOWN
KCJ
KCT
EJ
xx xx xx xx x x x x
FD
S
FM
W
F
G
HPS
MPS
LPS
UGE/UGT
OHP
HOT
LAT
AREA INLET
CURB INLET
MANHOLE
HEAD WALL
FLARED END
CLEAN OUT
CAP
THRUST BLOCK
VALVE
POST INDICATOR VALVE
REDUCER
FIRE HYDRANT
POWER POLE
LIGHT POLE
TELEPHONE MANHOLE
TELEPHONE BOX
SPRINKLER HEAD, 360°
SPRINKLER HEAD, 270°
SPRINKLER HEAD, 180°
SPRINKLER HEAD, 90°
QUICK COUPLING
TREE, EXISTING DECIDUOUS
TREE, EXISTING CONIFER
SHADE TREE
ORNAMENTAL TREE
DECIDUOUS TREE
SHRUB
CLIPPED SHRUB
X'
X"
QC
FH
PIV
CO
SITE SYMBOLS
FD
PSD
GENERAL NOTES
A. GENERAL NOTES APPLY TO ALL SHEETS.
B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE
OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES,
OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.
C. THE OWNER SHALL FURNISH AND INSTALL THE FOLLOWING
OFOI ITEMS
D. INCLUDE ALL OWNER-FURNISHED AND INSTALLED ITEMS AND
OWNER-FURNISHED AND CONTRACTOR-INSTALLED ITEMS IN
THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE
WITH THE OWNER TO ACCOMMODATE THESE ITEMS.
E. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE
MECHANICAL CONTRACTOR.
F. ARCHITECTURAL FINISH FLOOR ELEVATION 100'-0"
REFERENCES THE EXISTING BUILDING ELEVATION AT LEVEL 1.
G. SEE SHEETS G-101, G-102, G-107 FOR LOCATION OF WALLS OF
FIRE-RESISTANCE-RATED CONSTRUCTION. ALL WALLS OF FIRE-
RESISTANCE-RATED CONSTRUCTION SHALL EXTEND TO
UNDERSIDE OF FLOOR OR ROOF DECK ABOVE.
H. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH
PENETRATION FIRE STOPPING MATERIAL AS REQUIRED TO
ACHIEVE THE RESPECTIVE FIRE-RESISTANCE RATING AND
SMOKE STOPPAGE. SEE SPECIFICATION SECTION 078413.
I. COORDINATE WITH MECHANICAL AND ELECTRICAL
CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS
SHOWN ON PLANS.
J. FIRE-RESISTANCE-RATED ENCLOSURES AROUND ALL STEEL
COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE
OF FLOOR OR ROOF DECK ABOVE FOR EACH LEVEL.
K. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY. SEE
DRAWING FOR QUANTITIES AND LOCATION OF WORK. SEE
SPECIFICATIONS FOR QUALITIES AND CONDITIONS OF WORK.
L. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT
SPECIFICALLY MENTIONED, BUT NECESSARY TO MAKE A
COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND
INDICATED IN THE CONTRACTOR'S BID.
M. GENERAL SHEET NOTES ONLY APPLY TO PARTICULAR
DRAWING OR SERIES OF DRAWINGS.
N. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL BE USED
ON THIS PROJECT.
O. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED PREVAIL.
NOTIFY ARCHITECT IN CASE OF DISCREPANCY.
P. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM
DIMENSIONS. CLEARANCES ARE GIVEN TO FINISH SURFACES.
GC TO VERIFY ALL CLEARANCES. NOTIFY ARCHITECT IN CASE
OF DISCREPANCY.
ARCHITECTURAL SYMBOLS
XX/ A11.X
XX. X. XX
CASEWORK ELEVATION
DOOR NUMBER
EXTERIOR WINDOW /
CURTAIN WALL NUMBER
WALL TYPE
A110
A124
XX/ A11.X XXXX
XX
XX
APC-1
9' - 0"
CEILING TYPE
CEILING HEIGHT
CEILING TYPE
INTERIOR WINDOW
NUMBER
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
FLOOR NO.
DESCRIPTIONDATEMARK
G
RA
P H
IC
S C
AL
E
P R O J E C T
D R A W
IN
G
SUBMISSION
SUB. DATE
GSA
PROJECT NO.
DATE DRAFTED:DRAWN BY
CHECKED BY
FILE NAME
DRAWING TITLE
DRAWING NO.
SEQUENCESHEET TYPEDISCIPLINE
OF
SHEET SIZE:
GENERAL SERVICES ADMINISTRATION
R E V
IS
IO
N
N O T E S
C E R T
IF
IC
A T
IO
N S
08/17/22
25-21108-00
GSA PUBLIC BUILDING SERVICE
GREAT LAKES REGION 5
230 S. DEARBORN STREET
CHICAGO, IL 60604
SHEET OF
30 X 42
XXX
TBD
PROJECT
FACILITY CODEB
U
IL
D
IN
G
TITLE
PROJECT
DESCRIPTION
U.S. BANKRUPTCY COURT CONSOLIDATION
(BACKFILL) COLUMBUS, OH.
OHO208CL
U.S. BANKRUPTCY COURT CONSOLIDATION
(BACKFILL) COLUMBUS, OH.
CONS. WORK
A/E TASK NO.
CONSTR. CON.
C O N T R A C T O R S
A/E CON. NO.
CONS. CONTR.
PRIME A/E
SUB A/E
NAME
STREET
CITY/ST./ZIP
JOHN W. BRICKER FEDERAL BUILDING
200 NORTH HIGH STREET
COLUMBUS, OH. 43215
DLR GROUP
TBD
GS-00-P-16-BQ-D-7003
47PF0021F0296
G-002
SYMBOLS AND ABBREVIATIONS
06/16/23
95% CONSTRUCTION DOCUMENTS
GENERAL ABBREVIATIONS
# NUMBER
& AND
@ AT
ADA AMERICANS WITH DISABILITY ACT
ADDN ADDITION OR ADDITIONAL
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHJ AUTHORITY HAVING JURISDICTION
ALT ALTERNATE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
ARCH ARCHITECTURAL
BLDG BUILDING
BSMT BASEMENT
CL CENTER LINE
CLG CEILING
CM CENTIMETER
CONC CONCRETE
CONN(S) CONNECTION(S)
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACT(OR)
CTR CENTER
D DEPTH
DEG DEGREE
DEMO DEMOLISH OR DEMOLITION
DIA DIAMETER
DIM DIMENSION
DIV SPECIFICATION DIVISION
DN DOWN
DTL DETAIL
DWG(S) DRAWING(S)
E EAST
EA EACH
EC ELECTRICAL CONTRACTOR
EL ELEVATION
ELEC ELECTRICAL
ENG ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EQUIV EQUIVALENT
EXST EXISTING
EXT EXTERIOR
FIN FINISHED
FL FLOOR
FT FEET
FUT FUTURE
GC GENERAL CONTRACTOR
GOVT GOVERNMENT
H HEIGHT
HORIZ HORIZONTAL
HT HEIGHT
i.e. THAT IS
IBC INTERNATIONAL BUILDING CODE
IN INCH
INT INTERIOR
LB(S) POUND(S)
M THOUSAND
M METER
MAX MAXIMUM
MC MECHANICAL CONTRACTOR
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MM MILLIMETER
N NORTH
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OPP OPPOSITE
OVHD OVERHEAD
PAR PARALLEL
PENT PENTHOUSE
PLYWD PLYWOOD
QTY QUANTITY
REQ(D) REQUIRE(D)
REV REVISION(S)
RM ROOM
RND ROUND
S SOUTH
SCHED SCHEDULE
SECT SECTION
SHT SHEET
SIM SIMILAR
SPEC SPECIFICATION(S)
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SYM SYMETRICAL
TEMP TEMPORARY
TYP TYPICAL
UNEX UNEXCAVATED
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
W WEST
W/ WITH
W/O WITHOUT
SF SQUARE FEET
SG SPANDREL GLASS
SGL SINGLE
SH SHOWER
SHM SECURITY HOLLOW METAL
SLNT SEALANT
SM SHEET METAL
SND SANITARY NAPKIN DISPOSAL
SNV SANITARY NAPKIN VENDOR
SPL SOUND PRESSURE LEVEL
SQ SQUARE
SS SOLID SURFACE
SSA STORM SHELTER AREA
SSS STAINLESS STEEL SHELF
SST STAINLESS STEEL
ST STONE
ST STAIR
STAG'D STAGGERED
STC SOUND TRANSMISSION CLASS
STGR STRINGER
SUBFL SUBFLOOR
SURF SURFACE
SUSP SUSPENDED
SVF SHEET VINYL FLOORING
T TREAD
T&G TONGUE AND GROOVE
T.O. TOP OF
TAN TANGENT
TB TOWEL BAR
TBD TACK BOARD
TCP TOILET COMPARTMENT PARTITION
TERR TERRAZZO
TFG TINTED FLOAT GLASS
TG TEMPERED GLASS
TH THRESHOLD
THK THICK(NESS)
TI TENANT IMPROVEMENT
TIG TINTED INSULATING GLASS
TMR TILT MIRROR UNIT
TOIL TOILET
TOP TOP OF PAVING
TRANS TRANSVERSE
TT TERRAZZO TILE
TTD TOILET TISSUE DISPENSER
TTG TINTED TEMPERED FLOAT GLASS
TTIG TINTED TEMPERED INSULATING GLASS
TW TACK WALL
UL UNDERWRITERS LABORATORIES
UR URINAL
US UTILITY SHELF
UTIL UTILITY
VB VAPOR BARRIER
VB VINYL BASE
VCB VENTED COVE BASE
VF VINYL FLOOR
VOC VOLITILE ORGANIC COMPOUND
VOL VOLUME
VP VENEER PLASTER
VT VINYL TILE
VWC VINYL WALL COVERING
W WIDE
WB WALL BASE
WC WATER CLOSET
WC WALL COVERING
WCL WATER CLOSET/LAVATORY COMBINATION
WD WOOD
WDF WOOD FLOORING
WDW WINDOW
WG POLISHED WIRE GLASS
WI WROUGHT IRON
WOM WALK OFF MAT
WR WASTE RECEPTACLE
WRB WEATHER RESISTANT BARRIER
WW WARM WHITE
WWF WELDED WIRE FABRIC
YD YARD
GMP GUARANTEED MAXIMUM PRICE
GR GUARD RAIL
GR GRADE
GRS GALVANIZED RIGID STEEL
GWB GYPSUM WALL BOARD
GYP GYPSUM
HC HOLLOW CORE
HD HAND DRYER
HDF HIGH DENSITY FIBERBOARD
HDR HEADER
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HR HOUR
HR HANDRAIL
HS HARDWARE SET
HSS HOLLOW STRUCTURAL SHAPE
HVAC HEATING VENTILATING AND AIR CONDITIONING
IAW IN ACCORDANCE WITH
ID INSIDE DIAMETER
IF INSIDE FACE
IIP INSULATED INFILL PANEL GLASS
IJ ISOLATION JOINT
IJS IN JOIST SPACE
INC INCLUDE(ING)
INSUL INSULATION
JAN JANITOR
JBE JOIST BEARING ELEVATION
JCT JUNCTION
JFB JOINT FILLER BOARD
JST JOIST
JT JOINT
KCJ KEYED CONSTRUCTION JOINT
KD KNOCKDOWN
KH KITCHEN HOOD
KIT KITCHEN
L ANGLE
LAB LABORATORY
LAM LAMINATED
LAV LAVATORY
LBR LUMBER
LDG LOADING
LF LINEAR FOOT
LG LENGTH (LONG)
LG LAMINATED GLASS
LIN LINEAR
LINO LINOLEUM
LKR LOCKER
LOC LOCATION
LONG LONGITUDINAL
LSC LIFE SAFETY CODE
LTG LIGHTING
LV LOUVER
LVT LUXURY VINYL TILE
MAG MAGNETIC
MAINT MAINTENANCE
MAN MANUAL
MAS MASONRY
MATL MATERIAL
MB MOP BASIN
MBD MARKER BOARD
MBH MOP/BROOM HOLDER
MC MEDICINE CABINET
MEMB MEMBRANE
MH MANHOLE
MR/S MIRROR WITH SHELF
MTD MOUNTED
MTG MOUNTING
MUL MULLION
NC NOISE CRITERIA
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NOM NOMINAL
O to O OUT TO OUT
OA OVERALL
OFCI OWNER FURNISHED CONTRACTOR INSTALLED
OFF OFFICE
OFOI OWNER FURNISHED OWNER INSTALLED
OH OPPOSITE HAND
OPG(S) OPENING(S)
OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION
OTB OPEN TO BELOW
OVFL OVERFLOW
P PAINT
PAN B PANIC BOLT
PB PARTICLE BOARD
PC PRECAST CONCRETE
PCD PAPER CUP DISPENSER
PCT PORCELAIN CERAMIC TILE
PD PANIC DEVICE
PERF PERFORATED
PERP PERPENDICULAR
PG PATTERN GLASS
PIC PORTABLE INSTRUMENT CONNECTION
PIG PATTERN INSULATING GLASS
PL PLATE
PL PROPERTY LINE
PL PLASTIC LAMINATE
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PR PAIR
PREFAB PREFABRICATED
PROJ PROJECT(OR) (ION)
PS PROJECTION SCREEN
PT POINT
PT POINT OF TANGENCY
PTD PAPER TOWEL DISPENSER
PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE
PTN PARTITION
PVC POLYVINYL CHLORIDE
PWL SOUND POWER LEVEL
QT QUARRY TILE
QTR RND QUARTER ROUND
R RISER
RAD RADIUS
RB RUBBER BASE
RC REMOTE CONTROL
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFERENCE
REFL REFLECTED
REM REMOVABLE
RESIL RESILIENT
RF RESILIENT FLOORING
RF RUBBER FLOOR
RFM RECESSED FLOOR MAT
RH ROBE HOOK
RI&C ROUGH IN AND CONNECT
S SINK
SAT SPRAYED ACOUSTIC TREATMENT
SAW SOUND ABSORBING WALL UNITS
SB SPLASH BLOCK
SC SOLID CORE
SC SHOWER CURTAIN
SCD SEAT COVER DISPENSER
SCH SHOWER CURTAIN HOOK
SCR SHOWER CURTAIN ROD
SCT STRUCTURAL CLAY TILE
SD SOAP DISPENSER
SECY SECRETARY
A/E ARCHITECT/ENGINEER
AB AIR BARRIER
ABS ASBESTOS
ACC ADA ACCESSIBLE
ACR ACRYLIC
ACT ACOUSTIC CEILING TILE
AD ACCESS DOOR
ADJ ADJUSTABLE
ADJT ADJACENT
ADMIN ADMINISTRATION
AEC AUTOMATED EXTERNAL DEFIBRILLATORS
AL ALUMINUM
ALUM ALUMINUM
AP ACCESS PANEL
APC ACOUSTIC PANEL CEILING
ASPH ASPHALT
AUTO AUTOMATIC
AVG AVERAGE
AWP ACOUSTIC WALL PANEL
B.O. BOTTOM OF
BCS BABY CHANGING STATION
BD BOARD
BLK BLOCK
BLKG BLOCKING
BLKHD BULKHEAD
BM(S) BEAM(S)
BOT BOTTOM
BRDG BRIDGING
BRG BEARING
BRKT BRACKET
BT BATHTUB
BTWN BETWEEN
CAB CABINET
CBD CHALKBOARD
CER CERAMIC
CF CUBIC FEET
CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED
CFMF COLD-FORMED METAL FRAMING
CG CLEAR FLOAT GLASS
CI CAST IRON
CIG CLEAR INSULATING GLASS
CIP CAST IN PLACE
CJ CONTROL JOINT
CJA CONTROL JOINT ABOVE
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COM COMMON
COMB COMBINATION
COMM COMMUNICATIONS
COMPR COMPRESSIBLE
CONF CONFERENCE
CONFIG CONFIGURATION
CORR CORRIDOR
CP COVER PLATE
CPT CARPET
CR CHAIR RAIL
CS COUNTERSINK
CSTJ CONSTRUCTION JOINT
CSWK CASEWORK
CT CERAMIC TILE
CTG CLEAR TEMPERED FLOAT GLASS
CTIG CLEAR TEMPERED INSULATING GLASS
CU COPPER
CU COMBINATION UNIT
CV CONDOM VENDOR
CY CUBIC YARD
CYL CYLINDER
DB DECIBEL
DBL DOUBLE
DC DUST COLLECTOR
DEPR DEPRESS(ION)(ED)
DEPT DEPARTMENT
DET DETENTION
DF DRINKING FOUNTAIN
DG DOOR GRILLE
DIAG DIAGONAL
DPFG DAMPROOFING
DR DOOR
DSN DOWNSPOUT NOZZLE
DW DISHWASHER
DWL(S) DOWEL(S)
DWR DRAWER
EB EXPANSION BOLT
EE EACH END
EEW EMERGENCY EYE WASH
EEWS EMERGENCY EYE WASH SHOWER
EFF EFFICIENCY
EJ EXPANSION JOINT
ELAS ELASTOMERIC
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
ENTR ENTRANCE
ERF EPOXY RESIN FLOORING
EUI ENERGY USE INTENSITY
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXP EXPANSION
EXP EXPOSED
F FABRIC
F.O. FACE OF
FAB FABRICATE(D)
FB FACE BRICK
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIG FIGURE
FIX FIXTURE
FLASH FLASHING
FLEX FLEXIBLE
FLG FLOORING
FLM FULL LENGTH MIRROR
FLUOR FLUORESCENT
FO FINISH OPENING
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FOW FACE OF WALL
FP FIREPROOFING
FR FIRE RESISTANT
FRP FIBERGLASS REINFORCED PANEL
FRT FIRE RESISTANCE TREATED
FS FLOOR SINK
FSS FOLDING SHOWER SEAT
FTG FOOTING
FVC FIRE VALVE CABINET
FWC FABRIC WALL COVERING
G GROUT
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GD GARBAGE DISPOSAL
GEN GENERAL
GFA GROSS FLOOR AREA
GL GLUE LAMINATED
GL GLASS
ARCHITECTURAL ABBREVIATIONS
185 187 188
186 189
163 167
BLDG
(USBC CLERKS)
(USBC)
(USMS)
(SHARED)
FORMER USPS SPACE
241240
BLDG
(USBC CLERKS)
(USBC)
(USMS)
(SHARED)
753 755
754 756
766764
743744
765 767
762 763 776 777
775774773
791M 791P
791B 791C 791D 791F
791K 791J 791I 791G
791N 791O
795 799
737 735739 738 736
731 733
761 771
791E
791H
791A
791L
BLDG
(USBC CLERKS)
(USBC)
(USMS)
(SHARED)
PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.
FLOOR NO.
DESCRIPTIONDATEMARK
G
RA
P H
IC
S C
AL
E
P R O J E C T
D R A W
IN
G
SUBMISSION
SUB. DATE
GSA
PROJECT NO.
DATE DRAFTED:DRAWN BY
CHECKED BY
FILE NAME
DRAWING TITLE
DRAWING NO.
SEQUENCESHEET TYPEDISCIPLINE
OF
SHEET SIZE:
GENERAL SERVICES ADMINISTRATION
R E V
IS
IO
N
N O T E S
C E R T
IF
IC
A T
IO
N S
08/17/22
25-21108-00
GSA PUBLIC BUILDING SERVICE
GREAT LAKES REGION 5
230 S. DEARBORN STREET
CHICAGO, IL 60604
SHEET OF
30 X 42
XXX
TBD
PROJECT
FACILITY CODEB
U
IL
D
IN
G
TITLE
PROJECT
DESCRIPTION
U.S. BANKRUPTCY COURT CONSOLIDATION
(BACKFILL) COLUMBUS, OH.
OHO208CL
U.S. BANKRUPTCY COURT CONSOLIDATION
(BACKFILL) COLUMBUS, OH.
CONS. WORK
A/E TASK NO.
CONSTR. CON.
C O N T R A C T O R S
A/E CON. NO.
CONS. CONTR.
PRIME A/E
SUB A/E
NAME
STREET
CITY/ST./ZIP
JOHN W. BRICKER FEDERAL BUILDING
200 NORTH HIGH STREET
COLUMBUS, OH. 43215
DLR GROUP
TBD
GS-00-P-16-BQ-D-7003
47PF0021F0296
G-003
PROGRAM SUMMARY
06/16/23
95% CONSTRUCTION DOCUMENTS
PROGRAM SUMMARY
ROOM Program
Room Identifier
ROOM AREA AUTHORIZATION
PROGRAM NOTESNO. NAME
PLAN AREA DEVIATION
PROGRAM COMPONENT(S) Component Set Component Subset AB Code PROVIDED PROGRAM SF %
242 CORR. 171 BLDG
250 4.04 CSO BREAK ROOM 370 1525
251 4.01 CSO CONTROL ROOM 349 350 -1 -0.3 CSO CONTROL ROOM USMS USMS 1525
252 4.02 CSO SECURITY EQUIP ROOM 131 130 1 0.8 CSO SECURITY EQUIPMENT ROOM USMS USMS 1525
Level 07
189 ELEV. LOBBY 437
190 STAIR 253
205 OFFICE 9,807
213 CORR. 179
731 ELEV. VEST. 112 USBC ADMINISTRATIVE STAFF BLDG
732 RESTRICTED CORRIDOR 388 USBC CHAMBERS SUITES 1014
733 BUILDING CIRCULATION 317 BUILDING COMMON SUPPORT SPACE BLDG
734 EQUIP. RM. 85 75 10 12.8 SECURITY CLOSET USMS USMS 1525
735 TRAINING 775 64 711 1111.4 DEPUTY CLERK 1 USBC CLERKS ADMINISTRATIVE STAFF 1016
736 RECEPTION 165 USBC CLERKS GENERAL SPACES 1014
737 VIDEO CONFERENCE 362 375 -13 -3.4 VIDEO CONFERENCE ROOM USBC CLERKS GENERAL SPACES 1014
738 PRE-TRIAL CONFERENCE 338 285 53 18.5 PRE-TRIAL CONFERENCE ROOM USBC CHAMBERS SUITES 1014 public and rstricted access required
739 EXTERNS 251 USBC 1014
741 RECEPTION 235 100 135 135.4 RECEPTION - A USBC CHAMBERS SUITES 1014
742 OFFICE 155 150 5 3.2 COURTROOM DEPUTY - A USBC CHAMBERS SUITES 1014
743 STORAGE 35 80 -45 -56.1 STORAGE - A USBC CHAMBERS SUITES 1014
744 OFFICE 154 150 4 2.8 LAW CLERK - A USBC CHAMBERS SUITES 1014
745 OFFICE 154 140 14 10.3 FILING | FAX | COPY | SERVICE - A USBC CHAMBERS SUITES 1014
746 COPY 169 150 19 12.7 JUDICIAL ASSISTANT WORK SPACE - A USBC CHAMBERS SUITES 1014 SECOND LAW CLERK
747 VEST. 70 50 20 40.1 VESTIBULE - A USBC CHAMBERS SUITES 1014
748 OFFICE 579 515 64 12.4 JUDGE CHAMBER - A USBC CHAMBERS SUITES 1014
749 TOILET 59 50 9 17.1 JUDGE PRIVATE TOILET - A USBC CHAMBERS SUITES 1014
750 RESTRICTED CORRIDOR 713 USBC CHAMBERS SUITES 1014
751 RECEPTION 237 200 37 18.3 COMBINED RECEPTION - B AND C USBC CHAMBERS SUITES 1014
752 VEST. 189 100 89 88.7 VESTIBULE - B | VESTIBULE - C USBC CHAMBERS SUITES 1014
753 OFFICE 519 515 4 0.8 JUDGE CHAMBER - B USBC CHAMBERS SUITES 1014
754 TOILET 59 50 9 17.1 JUDGE PRIVATE TOILET - B USBC CHAMBERS SUITES 1014
755 OFFICE 518 515 3 0.7 JUDGE CHAMBER - C USBC CHAMBERS SUITES 1014
756 TOILET 61 50 11 22.7 JUDGE PRIVATE TOILET - C USBC CHAMBERS SUITES 1014
761 CORR. 308 CHAMBERS SUITE A AND B - CIRCULATION USBC CHAMBERS SUITES 1014
762 OFFICE 155 150 5 3.3 COURTROOM DEPUTY - B USBC CHAMBERS SUITES 1014
763 OFFICE 155 150 5 3.4 COURTROOM DEPUTY - C USBC CHAMBERS SUITES 1014
764 OFFICE 154 150 4 3.0 JUDICIAL ASSISTANT WORK SPACE - C USBC CHAMBERS SUITES 1014 SECOND LAW CLERK
765 OFFICE 154 150 4 3.0 LAW CLERK - B USBC CHAMBERS SUITES 1014
766 OFFICE 155 150 5 3.4 JUDICIAL ASSISTANT WORK SPACE - B USBC CHAMBERS SUITES 1014 SECOND LAW CLERK
767 OFFICE 154 150 4 2.7 LAW CLERK - C USBC CHAMBERS SUITES 1014
768 BREAK 224 280 -56 -20.0 FILING | FAX | COPY | SERVICE - B AND C USBC CHAMBERS SUITES 1014
769 BREAK 224 280 -56 -19.8 FILING | FAX | COPY | SERVICE - B AND C USBC CHAMBERS SUITES 1014
770 TELE. 91 75 16 20.8 NETWORK CLOSET 2 USBC CLERKS GENERAL SPACES 1016
771 CORR. 248 USBC CLERKS 1016
772 OFFICE 149 PROF. ADMIN. 6 USBC CLERKS GENERAL SPACES 1016 ADDED AT JUDGES' REQUEST.
773 OFFICE 155 150 5 3.3 PROFESSIONAL ADMINISTRATION AND LINE POSITION 3 USBC CLERKS ADMINISTRATIVE STAFF 1016
774 OFFICE 155 150 5 3.4 PROFESSIONAL ADMINISTRATION AND LINE POSITION 2 USBC CLERKS ADMINISTRATIVE STAFF 1016
775 OFFICE 167 150 17 11.0 PROFESSIONAL ADMINISTRATION AND LINE POSITION 1 USBC CLERKS ADMINISTRATIVE STAFF 1016
776 OFFICE 218 150 68 45.3 CLERK OF COURT VISITING OFFICE USBC CLERKS ADMINISTRATIVE STAFF 1016
777 OFFICE 192 180 12 6.6 OPERATIONS MANAGER USBC CLERKS ADMINISTRATIVE STAFF 1016
778 COPY 76 50 26 52.1 SHARED PRINTER AREA USBC CLERKS GENERAL SPACES 1016
779 CLOS. 18
781 CORR. 135 USBC CLERKS 1016
782 OFFICE 149 150 -1 -0.8 PROFESSIONAL ADMINISTRATION AND LINE POSITION 5 USBC CLERKS ADMINISTRATIVE STAFF 1016
783 OFFICE 150 150 0 0.1 PROFESSIONAL ADMINISTRATION AND LINE POSITION 4 USBC CLERKS ADMINISTRATIVE STAFF 1016
784 WORK RM. 428 440 -12 -2.6 IT REPAIR ROOM USBC CLERKS GENERAL SPACES 1016 Includes 3 workstations previously identified as deputy clerk
785 EQUIP. RM. 148 50 98 195.7 EQUIPMENT STORAGE USBC CLERKS GENERAL SPACES 1016
790 WORK RM. 202 150 52 34.7 LOW VOLUME COPIER AREA | MAIL WORK AREA USBC CLERKS GENERAL SPACES 1016
791 OPEN OFFICE 1,593 CLERK CIRCULATION USBC CLERKS GENERAL SPACES 1016
791A OPEN OFFICE 64 DEPUTY CLERK 1 USBC CLERKS ADMINISTRATIVE STAFF 1016
791B OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 2 USBC CLERKS ADMINISTRATIVE STAFF 1016
791C OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 3 USBC CLERKS ADMINISTRATIVE STAFF 1016
791D OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 4 USBC CLERKS ADMINISTRATIVE STAFF 1016
791E OPEN OFFICE 64 DEPUTY CLERK 5 USBC CLERKS ADMINISTRATIVE STAFF 1016
791F OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 6 USBC CLERKS ADMINISTRATIVE STAFF 1016
791G OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 12 USBC CLERKS ADMINISTRATIVE STAFF 1016
791H OPEN OFFICE 64 DEPUTY CLERK 11 USBC CLERKS ADMINISTRATIVE STAFF 1016
791I OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 10 USBC CLERKS ADMINISTRATIVE STAFF 1016
791J OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 9 USBC CLERKS ADMINISTRATIVE STAFF 1016
791K OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 8 USBC CLERKS ADMINISTRATIVE STAFF 1016
791L OPEN OFFICE 64 DEPUTY CLERK 7 USBC CLERKS ADMINISTRATIVE STAFF 1016
791M OPEN OFFICE 96 96 0 0.0 OPERATIONAL AND ADMINISTRATIVE SUPPORT FIRST-LINE SUPERVISOR 1 USBC CLERKS ADMINISTRATIVE STAFF 1016
791N OPEN OFFICE 64 64 0 0.0 DEPUTY CLERK 13 USBC CLERKS ADMINISTRATIVE STAFF 1016
791O OPEN OFFICE 96 64 32 50.0 DEPUTY CLERK 14 USBC CLERKS ADMINISTRATIVE STAFF 1016
791P OPEN OFFICE 64 96 -32 -33.3 OPERATIONAL AND ADMINISTRATIVE SUPPORT FIRST-LINE SUPERVISOR 2 USBC CLERKS ADMINISTRATIVE STAFF 1016
792 STORAGE 222 114 108 95.1 ACTIVE AND INACTIVE RECORDS STORAGE | SECURED STORAGE USBC CLERKS GENERAL SPACES 1016
793 OFFICE 231 180 51 28.3 FIRST LINE SUPERVISOR USBC CLERKS ADMINISTRATIVE STAFF 1016
794 COPY 150 160 -10 -6.1 FAX | SAFE | SHREDDER | WORK USBC CLERKS GENERAL SPACES 1016
795 SUPPLY 111 150 -39 -25.7 SUPPLIES USBC CLERKS GENERAL SPACES 1016
796 CORR. 82 USBC CLERKS 1016
797 TOILET 52 50 2 4.6 STAFF TOILET 2 USBC CLERKS GENERAL SPACES 1016
798 TOILET 53 50 3 6.9 STAFF TOILET 1 USBC CLERKS GENERAL SPACES 1016
799 BREAK 221 220 1 0.6 STAFF BREAKROOM USBC CLERKS GENERAL SPACES 1016
PROGRAM SUMMARY
ROOM Program
Room Identifier
ROOM AREA AUTHORIZATION
PROGRAM NOTESNO. NAME
PLAN AREA DEVIATION
PROGRAM COMPONENT(S) Component Set Component Subset AB Code PROVIDED PROGRAM SF %
BASEMENT
017 ANCILLARY EQUIPMENT STO 200 200 0 -0.1 BULK STORAGE | ARCHIVAL STORAGE USBC CLERKS STORAGE AREA 1014 AREA RESERVED IN BASEMENT. EXACT LOCATION TO BE
COORDINATED WITH BUILDING MANAGER.
Level 01
110J CLO. 23
131 ELEV. VEST. 85 BLDG
148 5.01 ENTRY VEST. 194 BUILDING COMMON BLDG
149 CORR. 134 BUILDING COMMON BLDG
150 5.01 ENTRY VEST. 307 BUILDING COMMON BLDG
151 5.01 ENTRY LOBBY 2,535 ENTRANCE LOBBY BUILDING COMMON SUPPORT SPACE BLDG
152 EXIT AREA 295 BLDG
153 5.02 GUARD STATION 73 BUILDING COMMON BLDG CONSTRUCTION COST TO BE BY USMS
154 5.02 LOCKERS 26 USMS 1525
155 EXIT VESTIBULE 132 BUILDING COMMON BLDG
160 2.18 WAITING 198 200 -2 -1.2 RECORDS EXAM OPEN AREA | QUEUING USBC CLERKS PUBLIC AREA 1016
161 2.15 PUBLIC COUNTER 166 100 66 66.5 PUBLIC COUNTER & CLERK WORKSTATION INCL CASHIER USBC CLERKS PUBLIC AREA 1016
162 2.16 COPY 227 172 55 32.1 SAFE | FILING AREA 1-9 | MEDIUM VOLUME COPIER AREA USBC CLERKS PUBLIC AREA 1016
163 TOILET 69 50 19 37.4 STAFF TOILET 2 USBC ANCILLARY FACILITIES 1016
164 CORR. 398 BLDG
165 3.04 TELE. 135 110 25 23.0 TELECOMMUNICATIONS CLOSET 1 USBC SUPPORT SPACE 1016 WILL BE ADDED AS REQUIRED.
166 5.03 MAIL ROOM 477 128 349 273.0 PACKAGE SCANNING BUILDING COMMON SUPPORT SPACE BLDG
167 4.02 EQUIP. RM. 72 SECURITY CLOSET 1525
170 1.05 WAITING 1,294 1014
172 1.06 EXST MECH 122
173 1.04 CONFERENCE 162 150 12 8.0 ATTORNEY/WITNESS 3 USBC COURTROOM SETS 1014
174 1.04 CONFERENCE 143 1014
175 1.04 CONFERENCE 159 1014
176 MECH. 197 BLDG
180 CORR. 332 BLDG
181 CORR. 821 1014
183 1.06 STORAGE 180 1014
184 1.14 EQUIP. RM. 173 1014
185 1.08 STORAGE 93 100 -7 -6.7 EXHIBIT STORAGE 1 | EXHIBIT STORAGE 2 USBC COURTROOM SETS 1014
186 1.15 ROBING 147 180 -33 -18.5 ROBING ROOM 1 USBC ANCILLARY FACILITIES 1014 Robing rooms provided since judge's chambers are on 7th floor
186 STAIR 230
186A CLO. 24 USBC 1014
187 1.09 TOILET 61 50 11 22.2 STAFF TOILET 1 USBC ANCILLARY FACILITIES 1014
187 LOADING DOCK 639
188 1.09 TOILET 62 50 12 24.7 STAFF TOILET 2 USBC ANCILLARY FACILITIES 1014
189 1.15 ROBING 137 180 -43 -23.7 ROBING ROOM 2 USBC ANCILLARY FACILITIES 1014 Robing rooms provided since judge's chambers are on 7th floor
189A CLO. 31 USBC 1014
191 1.01 COURTROOM 1,813 1014
191A 1.03 SNDLK. 61 1014
192 1.02 COURTROOM 1,896 1014
192A 1.03 SNDLK. 61 1014
195 OFFICE 2,604
196 OFFICE 3,443
197 OFFICE 147
198 OFFICE 180
199 OFFICE 303
200 OFFICE 242
202 OFFICE 224
203 OFFICE 107
204 OFFICE 28
780 Room 498
Level 02
188 STAIR 254
193 TELE. 14
194 ELEC. 32
231 ELEV. VEST. 80 USBC 1014 ELEVATOR VESTIBULE WORK FOR USBC, SHARED WITH
BLDG
233 ELEC. 18
235 TELE. 12
240 CORR. 207 1014
241 2.11 STORAGE 448 USBC CHAMBERS SUITES 1016
SCALE: 1/32" = 1'-0"G-003
1 PROGRAM FLOOR PLAN LEVEL 1
SCALE: 1/32" = 1'-0"G-003
2 PROGRAM FLOOR PLAN LEVEL 2
SCALE: 1/32" = 1'-0"G-003
3 PROGRAM FLOOR PLAN LEVEL 7 T
R
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N for Public Accomodations and Commercial Facilities: Title II
CHAPTER 3: BUILDING BLOCKS
2009 OAS Standards for Accessible Design
307.2 Protrusion Limits. Objects with leading edges more than 27 inches (685 mm) and not more than 80 inches (2030 mm) above the finish floor or ground shall protrude 4 inches (100 mm) maximum horizontally into the circulation path.
EXCEPTION: Handrails shall be permitted to protrude 4 1/2 inches (115 mm) maximum.
Figure 307.2 Limits of Protruding Objects
307.3 Post-Mounted Objects. Free-standing objects mounted on posts or pylons shall overhang circulation paths 12 inches (305 mm) maximum when located 27 inches (685 mm) minimum and 80 inches (2030 mm) maximum above the finish floor or ground. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 27 inches (685 mm) maximum or 80 inches (2030 mm) minimum above the finish floor or ground.
EXCEPTION: The sloping portions of handrails serving stairs and ramps shall not be required to comply with 307.3.
Figure 307.3 Post-Mounted Protruding Objects
307.4 Vertical Clearance. Vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 27 inches (685 mm) maximum above the finish floor or ground.
EXCEPTION: Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish floor or ground.
Figure 307.4 Vertical Clearance
307.5 Required Clear Width. Protruding objects shall not reduce the clear width required for accessible routes.
308 Reach Ranges
308.1 General. Reach ranges shall comply with 308.
Children's Reach Ranges
Forward or Side Reach Ages 3 and 4 Ages 5 through 8 Ages 9 through 12
High (maximum) 36 in (915 mm) 40 in (1015 mm) 44 in (1120 mm)
Low (minimum) 20 in (510 mm) 18 in (455 mm) 16 in (405 mm)
308.2 Forward Reach.
308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground.
308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum.
Figure 308.2.1 Unobstructed Forward Reach Figure 308.2.2 Obstructed High Forward Reach
308.3 Side Reach.
308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground.
EXCEPTIONS:
1. An obstruction shall be permitted between the clear floor or ground space and the element where the depth of the obstruction is 10 inches (255 mm) maximum.
2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs.
308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum.
Figure 308.3.1 Unobstructed Side Reach Figure 308.3.2 Obstructed High Side Reach
401 General
401.1 Scope. The provisions of Chapter 4 shall apply where required by Chapter 2 or where referenced by a requirement in this document.
402 Accessible Routes
402.1 General. Accessible routes shall comply with 402.
402.2 Components. Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable requirements of Chapter 4.
403 Walking Surfaces
403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403.
403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302.
403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48.
403.4 Changes in Level. Changes in level shall comply with 303.
403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5.
EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed.
403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width of walking surfaces shall be 36 inches (915 mm) minimum.
EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1220 mm) long minimum and 36 inches (915 mm) wide minimum.
Figure 403.5.1 Clear Width of an Accessible Route
403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element which is less than 48 inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn.
EXCEPTION: Where the clear width at the turn is 60 inches (1525 mm) minimum compliance with 403.5.2 shall not be required.
Figure 403.5.2 Clear Width at Turn
403.5.3 Passing Spaces. An accessible route with a clear width less than 60 inches (1525 mm) shall provide passing spaces at intervals of 200 feet (61 m) maximum. Passing spaces shall be either: a space 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum; or, an intersection of two walking surfaces providing a T-shaped space complying with 304.3.2 where the base and arms of the T-shaped space extend 48 inches (1220 mm) minimum beyond the intersection.
403.6 Handrails. Where handrails are provided along walking surfaces with running slopes not steeper than 1:20 they shall comply with 505.
404 Doors, Doorways, and Gates
404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with 404.
EXCEPTION: Doors, doorways, and gates designed to be operated only by security personnel shall not be required to comply with 404.2.7, 404.2.8, 404.2.9, 404.3.2 and 404.3.4 through 404.3.7.
404.2 Manual Doors, Doorways, and Manual Gates. Manual doors and doorways and manual gates intended for user passage shall comply with 404.2.
404.2.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route.
404.2.2 Double-Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404.2.4.
404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches (100 mm).
EXCEPTIONS:
1. In alterations, a projection of 5/8 inch (16 mm) maximum into the required clear width shall be permitted for the latch side stop.
2. Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish floor or ground.
Figure 404.2.3 Clear Width of Doorways
404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance.
EXCEPTION: Entry doors to hospital patient rooms shall not be required to provide the clearance beyond the latch side of the door.
404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances complying with Table 404.2.4.1.
Figure 404.2.4.1 Maneuvering Clearances at Manual Swinging Doors and Gates
404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less than 36 inches (915 mm) wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 404.2.4.2.
Figure 404.2.4.2 Maneuvering Clearances at Doorways Without Doors, Sliding Doors, Gates, and Folding Doors
404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate.
Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates
404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in level are not permitted.
EXCEPTIONS:
1. Slopes not steeper than 1:48 shall be permitted.
2. Changes in level at thresholds complying with 404.2.5 shall be permitted.
404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303.
EXCEPTION: Existing or altered thresholds 3/4 inch (19 mm) high maximum that have a beveled edge on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5.
404.2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space.
Figure 404.2.6 Doors in Series and Gates in Series
404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides.
405 Ramps
405.1 General. Ramps on accessible routes shall comply with 405.
EXCEPTION: In assembly areas, aisle ramps adjacent to seating and not serving elements required to be on an accessible route shall not be required to comply with 405.
405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12.
EXCEPTION: In existing sites, buildings, and facilities, ramps shall be permitted to have running slopes steeper than 1:12 complying with Table 405.2 where such slopes are necessary due to space limitations.
Table 405.2 Maximum Ramp Slope and Rise for Existing Sites, Buildings, and Facilities
Slope (A slope steeper than 1:8 is prohibited) Maximum Rise
Steeper than 1:10 but not steeper than 1:8 3 inches (75 mm)
Steeper than 1:12 but not steeper than 1:10 6 inches (150 mm)
405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48.
405.4 Floor or Ground Surfaces. Floor or ground surfaces of ramp runs shall comply with 302. Changes in level other than the running slope and cross slope are not permitted on ramp runs.
405.5 Clear Width. The clear width of a ramp run and, where handrails are provided, the clear width between handrails shall be 36 inches (915 mm) minimum.
EXCEPTION: Within employee work areas, the required clear width of ramps that are a part of common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed.
405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum.
405.7 Landings. Ramps shall have landings at the top and the bottom of each ramp run. Landings shall comply with 405.7.
Figure 405.7 Ramp Landings
405.9.1 Extended Floor or Ground Surface. The floor or ground surface of the ramp run or landing shall extend 12 inches (305 mm) minimum beyond the inside face of a handrail complying with 505.
405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 4 inch (100 mm) diameter sphere, where any portion of the sphere is within 4 inches (100 mm) of the finish floor or ground surface.
Figure 405.9.1 Extended Floor or Ground Surface Edge Protection Figure 405.9.2 Curb or Barrier Edge Protection
405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the accumulation of water.
406 Curb Ramps
406.1 General. Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, and 405.10.
406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall be at the same level.
406.3 Sides of Curb Ramps. Where provided, curb ramp flares shall not be steeper than 1:10.
Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps Figure 406.3 Sides of Curb Ramps
406.4 Landings. Landings shall be provided at the tops of curb ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing.
EXCEPTION: In alterations, where there is no landing at the top of curb ramps, curb ramp flares shall be provided and shall not be steeper than 1:12.
Figure 406.4 Landings at the Top of Curb Ramps
406.5 Location. Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides.
406.6 Diagonal Curb Ramps. Diagonal or corner type curb ramps with returned curbs or other well-defined edges shall have the edges parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have a clear space 48 inches (1220 mm) minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 inches (1220 mm) minimum clear space within the markings. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches (610 mm) long minimum located on each side of the curb ramp and within the marked crossing.
407.2 Elevator Landing Requirements. Elevator landings shall comply with 407.2.
407.2.1 Call Controls. Where elevator call buttons or keypads are provided, they shall comply with 407.2.1 and 309.4. Call buttons shall be raised or flush.
EXCEPTION: Existing elevators shall be permitted to have recessed call buttons.
407.2.1.1 Height. Call buttons and keypads shall be located within one of the reach ranges specified in 308, measured to the centerline of the highest operable part.
EXCEPTION: Existing call buttons and existing keypads shall be permitted to be located at 54 inches (1370 mm) maximum above the finish floor, measured to the centerline of the highest operable part.
407.2.1.2 Size. Call buttons shall be 3/4 inch (19 mm) minimum in the smallest dimension.
EXCEPTION: Existing elevator call buttons shall not be required to comply with 407.2.1.2.
407.2.1.3 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided at call controls.
407.2.2 Hall Signals. Hall signals, including in-car signals, shall comply with 407.2.2.
407.2.2.1 Visible and Audible Signals. A visible and audible signal shall be provided at each hoistway entrance to indicate which car is answering a call and the car's direction of travel.
Where in-car signals are provided, they shall be visible from the floor area adjacent to the hall call buttons.
EXCEPTIONS:
1. Visible and audible signals shall not be required at each destination-oriented elevator where a visible and audible signal complying with 407.2.2 is provided indicating the elevator car designation information.
2. In existing elevators, a signal indicating the direction of car travel shall not be required.
407.2.2.2 Visible Signals. Visible signal fixtures shall be centered at 72 inches (1830 mm) minimum above the finish floor or ground. The visible signal elements shall be 2 1/2 inches (64
mm) minimum measured along the vertical centerline of the element. Signals shall be visible from the floor area adjacent to the hall call button.
EXCEPTIONS:
1. Destination-oriented elevators shall be permitted to have signals visible from the floor area adjacent to the hoistway entrance.
2. Existing elevators shall not be required to comply with 407.2.2.2.
Figure 407.2.2.2 Visible Hall Signals
407.2.3 Hoistway Signs. Signs at elevator hoistways shall comply with 407.2.3.
407.2.3.1 Floor Designation. Floor designations complying with 703.2 and 703.4.1 shall be provided on both jambs of elevator hoistway entrances. Floor designations shall be provided in both tactile characters and braille. Tactile characters shall be 2 inches (51 mm) high minimum. A tactile star shall be provided on both jambs at the main entry level.
Figure 407.2.3.1 Floor Designations on Jambs Figure 407.2.3.2 Car Designations on Jambs of of Elevator Hoistway Entrances Destination-Oriented Elevator Hoistway Entrances
604 Water Closets and Toilet Compartments
604.1 General. Water closets and toilet compartments shall comply with 604.2 through 604.8.
EXCEPTION: Water closets and toilet compartments for children's use shall be permitted to comply with 604.9.
604.2 Location. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maximum from the side wall or partition, except that the water closet shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in 604.8.2. Water closets shall be arranged for a left-hand or right-hand approach.
604.3 Clearance. Clearances around water closets and in toilet compartments shall comply with 604.3.
604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum measured perpendicular from the side wall and 56 inches (1420 mm) minimum measured perpendicular from the rear wall.
Figure 604.2 Water Closet Location Figure 604.3.1 Size of Clearance at Water Closets
604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat…
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