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
Issued by
General Services Administration Public Buildings Service Region 5

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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Other files for this federal contract opportunity

Other files attached to GC Services for the Bricker USBC Backfill Project, newest first.
File Type Posted
Amend 0006 RFP47PF0022R0038 SF30.pdf PDF
Amend 0006 47PF0022R0038 RFIs.pdf PDF
REVISED_Bricker Supplemental 1442 8 2 2023.pdf PDF
OH0208CL - Bricker FB - Phase I Environmental Site Assessment 2006.pdf PDF
Amend 0005 RFP47PF0022R0038 SF30.pdf PDF
Amend 0005 47PF0022R0038 RFIs.pdf PDF
REVISED_Bricker Supplemental 1442 Pricing Sheet.pdf PDF
Amend 0003 RFP47PF0022R0038 SF30.pdf PDF
Amend 0003 47PF0022R0038 RFIs.pdf PDF
Amend 0004 RFP47PF0022R0038 SF30.pdf PDF
Amend 0003 RFP47PF0022R0038 SF30.pdf PDF
Amend 0003 47PF0022R0038 RFIs.pdf PDF
Amend 0002 RFP47PF0022R0038 SF30.pdf PDF
Amend 0001 RFP47PF0022R0038 RFIs.pdf PDF
47PF0022R0038 PreProposal sign In Sheet.pdf PDF
Bricker USBC GC PreProposal Agenda.pdf PDF
Amend 0001 RFP47PF0022R0038 SF30.pdf PDF
Spec_Bricker_CD_95.pdf PDF
RFP47PF0022R0038 SF1442.pdf PDF
SF24-16e (4).pdf PDF
47PF0022R0038 GC_Solicitation_March_2023 (2).pdf PDF
47PF0022R0038 GC Reps and Certs March 2023 (1).pdf PDF
Supplemental Pricing Sheet.pdf PDF
Individual Model_Subk_Plan - Jan 2023 - Final_508.docx DOCX document
OH0000CL_Bricker Federal Building Parking Facility Asbestos Notification Letter.pdf PDF
GSA527-21.pdf PDF
Past Performance Questionnaire.docx DOCX document
Bricker Supplemental 1442 Pricing Sheet.pdf PDF
Bricker Backfill - GSA Pricing Guidance Table Rev05 w.CT edits.comments V3.xlsx XLSX spreadsheet
PreProposal Conference Registration.pdf PDF
OH20230078 04 14 2023.pdf PDF
Supplemental Docs_Bricker_CD_95.pdf PDF
47PF0022R0038 GC_Agreement_March_2023 (1).pdf PDF
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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

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N

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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