8-26CSP070 Bryker Woods Drawings.pdf

(512) 992 1520FUSE-ARCH.COM

Department of Construction Management 84 Robert T Martinez Jr St Austin, Texas 78702

PH: (512) 414-1700

AISD BOARD OF TRUSTEES

Lynn Boswell, District 5 , President

Kathryn Whitley Chu, District 4, Vice President

Candace Hunter, District 1

LaRessa Quintana, District 2

Dr. Kevin Foster, District 3

Andrew Gonzales, District 6, Secretary

Dr. David Kauffman, District 7

Fernando Lucas de Urioste, At-Large Position 8 Arati Singh, At Large Position 9

Matias Segura, Superintendent

Katrina Montgomery, Interim Chief Financial

Officer

AISD Project Number: 24-0015-BRYKW

CLIENT

Austin ISD

4000 S. I-H 35 Frontage Road

Austin, TX 78704

PH: 512/414-1700

austinisd.org Project Manager: Kathy Genet kathy.genet@austinisd.org

84 Robert T Martinez Jr St

Austin, Texas 78702

ARCHITECT

Fuse Architecture Studio

1005 E St Elmo Rd, Bldg. 4

Austin, Texas 78745

PH: 512/992-1520

www.fuse-arch.com

Contact: Lane Hicks lane@fuse-arch.com

ENVELOPE ENGINEER

Engineered Exteriors

13740 Research Blvd, Ste C2

Austin, TX 78750

PH: 512/571-3530

www.engexteriors.com

Contact: Jennifer Doyle, PE jen@engexteriors.com

STRUCTURAL ENGINEER

Encotech Engineering Consultants

8500 Bluffstone Cove, Suite B-103

Austin, Texas 78759

PH: 512/338-1101

www.encotechengineering.com

Contact: Rachel Maldomado, PE

Rachel.Maldomado@eec-tx.com

MEP ENGINEER

Jones DBR Engineering

2500 South Highway 183, Suite 500

Austin, Texas 78744

PH: 713/914.4333

www.jonesdbr.com

Contact: Bradley Bush bbush@jonesdbr.com

07/18/25

ISSUE FOR CONSTRUCTION

07/18/25

AISD RENOVATIONS AT BRYKER WOODS ELEMENTARY SCHOOL

FUSE PROJECT NUMBER: 24-2600

3309 KERBEY LANE

AUSTIN, TX 78703

ARCHITECTURAL

NO. NAME REV. DESCRIPTION DATE

A 1.1 OVERALL FLOOR PLAN - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

A 1.2 OVERALL ROOF PLAN A ISSUE FOR CONSTRUCTION 07/18/25

A 2.1 DEMO FLOOR PLAN - BUILDING A - 1939 WING A ISSUE FOR CONSTRUCTION 07/18/25

A 2.2 FLOOR PLAN & REFLECTED CEILING PLAN - BUILDING A - 1939 WING A ISSUE FOR CONSTRUCTION 07/18/25

A 2.3 FLOOR PLANS - 1948 WING - BUILDING A - LEVEL 0 A ISSUE FOR CONSTRUCTION 07/18/25

A 2.4 DEMO PLANS - BUILDING A - 1948 WING - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

A 2.5 FLOOR PLAN - BUILDING A - 1948 WING - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

A 2.6 FLOOR PLANS & REFLECTED CEILING PLANS - 1986 WING - ADMIN A ISSUE FOR CONSTRUCTION 07/18/25

A 2.7 BUILDING B - GYM - DEMO FLOOR PLAN & MECHANICAL YARD PLAN A ISSUE FOR CONSTRUCTION 07/18/25

A 2.8 BUILDING B - GYM - FLOOR PLAN & MECHANICAL YARD PLAN A ISSUE FOR CONSTRUCTION 07/18/25

A 3.1 WINDOW TYPES - BUILDING A - 1939 WING A ISSUE FOR CONSTRUCTION 07/18/25

A 3.2 WINDOW TYPES - BLDG A - 1948 WING - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

A 3.3 WINDOW TYPES - BLDG A - 1948 WING - LEVEL 0 A ISSUE FOR CONSTRUCTION 07/18/25

A 4.1 DOOR SCHEDULE & INTERIOR ELEVATIONS A ISSUE FOR CONSTRUCTION 07/18/25

A 4.2 INTERIOR ELEVATIONS A ISSUE FOR CONSTRUCTION 07/18/25

A 5.1 WINDOW DETAILS A ISSUE FOR CONSTRUCTION 07/18/25

A 5.2 WINDOW DETAILS A ISSUE FOR CONSTRUCTION 07/18/25

A 7.1 ROOF AND WALL REPAIR DETAILS A ISSUE FOR CONSTRUCTION 07/18/25

A 7.2 ROOF AND WALL REPAIR DETAILS A ISSUE FOR CONSTRUCTION 07/18/25

A 7.3 ROOF AND WALL REPAIR DETAILS A ISSUE FOR CONSTRUCTION 07/18/25

GENERAL

NO. NAME REV. DESCRIPTION DATE

CVR COVER A ISSUE FOR CONSTRUCTION 07/18/25

A 0.1 GENERAL INFORMATION A ISSUE FOR CONSTRUCTION 07/18/25

A 0.2 ACCESSIBILITY STANDARDS A ISSUE FOR CONSTRUCTION 07/18/25

A 0.3 ACCESSIBILITY STANDARDS A ISSUE FOR CONSTRUCTION 07/18/25

A 0.4 ACCESSIBILITY STANDARDS A ISSUE FOR CONSTRUCTION 07/18/25

PLUMBING

NO. NAME REV. DESCRIPTION DATE

P 0.0 PLUMBING SYMBOL LEGEND A ISSUE FOR CONSTRUCTION 07/18/25

P 0.1 PLUMBING GENERAL NOTES A ISSUE FOR CONSTRUCTION 07/18/25

PD 1.1 OVERALL DEMO PLUMBING PLAN - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

P 1.1 OVERALL PLUMBING PLAN - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

P 2.4 PLUMBING PLAN - LEVEL 1 - GYM A ISSUE FOR CONSTRUCTION 07/18/25

MECHANICAL

NO. NAME REV. DESCRIPTION DATE

MEPD 2.3 DEMOLITION MEP ROOF PLAN A ISSUE FOR CONSTRUCTION 07/18/25

MEP 2.3 MEP ROOF PLAN A ISSUE FOR CONSTRUCTION 07/18/25

M 0.0 MECHANICAL SYMBOL LEGEND A ISSUE FOR CONSTRUCTION 07/18/25

M 0.1 MECHANICAL GENERAL NOTES A ISSUE FOR CONSTRUCTION 07/18/25

MD 2.1 DEMOLITION MECHANICAL PLAN - LEVEL 1 - 1939 WING A ISSUE FOR CONSTRUCTION 07/18/25

MD 2.2 DEMOLITION MECHANICAL PLAN - LEVEL 1 - 1948 WING A ISSUE FOR CONSTRUCTION 07/18/25

MD 2.3 DEMOLITION MECHANICAL PLAN - LEVEL 1 - ADMIN/CAFETERIA A ISSUE FOR CONSTRUCTION 07/18/25

MD 2.4 DEMOLITION MECHANICAL PLAN - LEVEL 1 - GYM/ELEC A ISSUE FOR CONSTRUCTION 07/18/25

M 2.1 MECHANICAL PLAN - LEVEL 1 - 1939 WING A ISSUE FOR CONSTRUCTION 07/18/25

M 2.2 MECHANICAL PLAN - LEVEL 1 - 1948 WING A ISSUE FOR CONSTRUCTION 07/18/25

M 2.3 MECHANICAL PLAN - LEVEL 1 - ADMIN/CAFETERIA A ISSUE FOR CONSTRUCTION 07/18/25

M 2.4 MECHANICAL PLAN - LEVEL 1 - GYM A ISSUE FOR CONSTRUCTION 07/18/25

M 4.1 MECHANICAL CONTROLS A ISSUE FOR CONSTRUCTION 07/18/25

M 4.2 MECHANICAL CONTROLS A ISSUE FOR CONSTRUCTION 07/18/25

M 5.1 MECHANICAL SCHEDULES A ISSUE FOR CONSTRUCTION 07/18/25

M 6.1 MECHANICAL DETAILS A ISSUE FOR CONSTRUCTION 07/18/25

ELECTRICAL

NO. NAME REV. DESCRIPTION DATE

E 0.0 ELECTRICAL SYMBOL LEGEND A ISSUE FOR CONSTRUCTION 07/18/25

E 0.1 ELECTRICAL GENERAL NOTES A ISSUE FOR CONSTRUCTION 07/18/25

ED 1.1 OVERALL ELECTRICAL DEMOLITION POWER PLAN - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

E 1.1 OVERALL ELECTRICAL POWER PLAN - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

E 4.1 ELECTRICAL ONE-LINE DIAGRAM A ISSUE FOR CONSTRUCTION 07/18/25

E 5.1 ELECTRICAL SCHEDULES A ISSUE FOR CONSTRUCTION 07/18/25

E 6.1 ELECTRICAL DETAILS A ISSUE FOR CONSTRUCTION 07/18/25

SHEET INDEX

INTERNATIONAL BUILDING CODE (IBC), 2024 EDITION, WITH LOCAL AMENDMENTS

NATIONAL ELECTRICAL CODE (NEC), 2023 EDITION, WITH LOCAL AMENDMENTS

UNIFORM MECHANICAL CODE (UMC), 2024 EDITION, WITH LOCAL AMENDMENTS

UNIFORM PLUMBING CODE (UPC), 2024 EDITION, WITH LOCAL AMENDMENTS

INTERNATIONAL FIRE CODE (IFC), 2024 EDITION, WITH LOCAL AMENDMENTS

INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2024 EDITION, WITH LOCAL AMENDMENTS

INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2024 EDITION, WITH LOCAL AMENDMENTS

TEXAS ACCESSIBILITY STANDARDS (TAS), 2012

APPLICABLE CODES

SCOPE SUMMARY

MECHANICAL

• REPLACE RTU-1 AND RTU-2 AT LIBRARY

• REPLACE RTU-3 AT CAFETERIA/KITCHEN

• REPLACE CU-2, CU-3, AHU-2, AHU-3 IN GYM WITH PACKAGE UNIT

• REPLACE CU-4 AND FCU-4 IN GYM OFFICE

• REPLACE CONSOLE UNITS IN CLASSROOMS 2, 6, 9 & 11 AND CLASSROOM 9 AIR HANDLER WITH ROOF-TOP PACKAGE

UNITS

• DEMO RADIATOR UNITS IN THREE RESTROOMS

• INSTALL UNIT HEATERS IN TWO RESTROOMS

• INSTALL THERMOSTATS IN CONFERENCE ROOM AND MDF

• UPGRADE SELECT HVAC CONTROLS TO TRIDIUM BACNET

• REPLACE SELECT CONDENSATE DRAIN LINES ON ROOF

ELECTRICAL

• REPLACE THREE ELECTRICAL PANELS

ARCHITECTURAL

• REPLACE SELECT EXTERIOR WINDOWS

• REPLACE MORTISE HARDWARE COMPONENTS AT TWO DOORS

• INSTALL LEAF GUARDS AND MODIFY CONDUCTOR HEADS AT ADMIN ROOF SCUPPERS.

STRUCTURAL

NO. NAME REV. DESCRIPTION DATE

S 0.1 STRUCTURAL NOTES A ISSUE FOR CONSTRUCTION 07/18/25

S 0.2 CODE REQUIRED SPECIAL INSPECTIONS A ISSUE FOR CONSTRUCTION 07/18/25

S 1.1 OVERALL FLOOR PLAN - LEVEL 1 A ISSUE FOR CONSTRUCTION 07/18/25

S 1.2 OVERALL ROOF FRAMING PLAN A ISSUE FOR CONSTRUCTION 07/18/25

S 2.1 FLOOR PLAN - 1939 WING A ISSUE FOR CONSTRUCTION 07/18/25

S 2.2 GYM - FLOOR PLAN A ISSUE FOR CONSTRUCTION 07/18/25

S 2.3 LIBRARY & 1939 WING - ROOF FRAMING PLAN A ISSUE FOR CONSTRUCTION 07/18/25

S 2.4 1948 & 1986 WING - ROOF FRAMING PLAN A ISSUE FOR CONSTRUCTION 07/18/25

S 3.1 STRUCTURAL DETAILS A ISSUE FOR CONSTRUCTION 07/18/25

NOTE:

1. THIS RENOVATION DOES NOT INCLUDE A CHANGE OF USE AND DOES NOT INCREASE OCCUPANT LOAD.

2. EGRESS PATHS ARE NOT BEING ALTERED.

3. THE COST OF CONSTRUCTION DOES NOT EXCEED 50% OF THE FACILITY REPLACEMENT COST.

CODE SUMMARY

EXISTING OCCUPANCY: E

SPRINKLERED: NO

JURISDICTION: AUSTIN FULL PURPOSE

EXISTING USE: PUBLIC SECONDARY EDUCATION FACILITY

ALUMINUM

CONCRETE (PRECAST / CAST STONE)

CONCRETE

GYPSUM BOARD

INSULATION - BATT

BRICK

STUD PARTITION (WOOD OR METAL)

WOOD BLOCKING OR END SECTION

WOOD (FINISH)

GYPSUM BOARD CEILING

FURR DOWN TO WALL CABINET

SUPPLY AIR FIXTURE

RETURN AIR FIXTURE

STRIP FLUORESCENT FIXTURE

2x4 LIGHT FIXTURE

EXIT LIGHT

RECESSED DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

MATERIALS LEGEND

CEILING LEGEND

SYMBOLS LEGEND

A1.1

INDICATES

SECTION NUMBER

INDICATES DRAWING

SHEET ON WHICH

SECTION IS SHOWN

A1.4

INTERIOR

ELEVATION

KEY

EXTERIOR

ELEVATION

KEY

A4.1

INDICATES DRAWING

SHEET ON WHICH

DETAIL IS SHOWN

A7.1

INDICATES DRAWING

SHEET ON WHICH

ELEVATION IS SHOWN

INDICATES

ELEVATION NUMBER

A

COLUMN

REFERENCE

LINES

100A

B

L3

DOOR DESIGNATIONS

WINDOW DESIGNATION

ARCHITECTURAL LOUVER DESIGNATION

PARTITION KEY

SEE DOOR SCHEDULE

SEE WINDOW SCHEDULE

SEE SCHEDULE IF APPLICABLE

SEE PARTITION SCHEDULE

INDICATES

ELEVATION NUMBER

INDICATES DRAWING

SHEET ON WHICH

ELEVATION IS SHOWN

INDICATES

SECTION NUMBER

KEYED TO ROOM NUMBER

INSULATION - RIGID

INSULATION - FIRE SAFING

CONCRETE MASONRY

PLYWOOD

PLASTER CEMENT, SAND, MORTAR

1"

1"

TICK INDICATES DIMENSION TO F.O. STUD

OR F.O. STRUCTURAL SUBSTRATE

ARROW INDICATES DIMENSION TO F.O.

FINISH OR CLEAR DIMENSION

1"

CLCL

DOT INDICATES DIMENSION TO

CENTERLINE

SHEET NO.

SHEET NAME:

DATE:

ELIZABETH M. GUILLOT TX ARCHITECT LIC # 19038

CHECKED BY:

DRAWN BY:

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GENERAL INFORMATION

7/18/2025

7/18/2025

LH

MG

GENERAL PROJECT NOTES:ABBREVIATIONS:

ADD ADDENDUM

ADJ. ADJUSTABLE (MENT)

A/C AIR CONDITIONING

ALT. ALTERNATE

ALUM ALUMINUM

A.B. ANCHOR BOLT

ANOD ANODIZED

APPROX. APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

B.O.H. BACK OF HOUSE

BSMT. BASEMENT

BATH BATHROOM

BM. BEAM

BRG. BEARING

B.PL. BEARING PLATE

BEL. BELOW

B.M. BENCH MARK

BLK BLOCK

BLKG BLOCKING

BD. BOARD

BO. BOTTOM OF

BRK BRICK

BLDG BUILDING

B.U.R. BUILT UP ROOFING

CAB. CABINET

CPT. CARPET

CSMT. CASEMENT

CLG. CEILING

CTR. CENTER

C.L. CENTER LINE

CER. CERAMIC

C.M.T. CERAMIC MOSAIC TILE

C.T. CERAMIC TILE

C.R. CHAIR RAIL

C.O. CLEAN OUT

CLR. CLEAR(ANCE)

CL. CLOSET

C.H. COAT HOOK

C.R.S. COLD ROLLED STEEL

COL. COLUMN

CO. COMPANY

CONC. CONCRETE

C.M.U. CONCRETE MASONRY UNIT

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.J. CONTROL JOINT

C.G. CORNER GUARD

CORR. CORRUGATED

CTR. COUNTER

C.F. CUBIC FOOT

C.Y. CUBIC YARD

C.W. CURTAIN WALL

D.L. DEAD LOAD

DEPT. DEPARTMENT

DTL. DETAIL

DIAM. DIAMETER

DIM. DIMENSION

D.E.F.S. DIRECT APPLIED EXTERIOR

FINISHING SYSTEM

DIV. DIVISION

DR. DOOR

DN. DOWN

D.S. DOWNSPOUT

DWR. DRAWER

DWG. DRAWING

D.F. DRINKING FOUNTAIN

EA. EACH

E. EAST

E.W.C. ELECTRIC WATER COOLER

EL. ELEVATION

ELEV. ELEVATOR

EMER. EMERGENCY

ENCL. ENCLOSURE

ENGR. ENGINEER

ENT. ENTRANCE

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

E.F. EXHAUST FAN

(E), EXIST.

EXISTING

E.J. EXPANSION JOINT

EXP. EXPOSED

EXT. EXTERIOR

E.I.F.S. EXTERIOR INSULATED

FINISHING SYSTEM

F.W.C. FABRIC WALL COVERING

F.O.S. FACE OF STUD

FAS. FASTEN

FGL. FIBERGLASS

FIN. FINISH(ED)

F.A. FIRE ALARM

F.H.C. FIRE EXTINGUISHER CABINET

F.E. FIRE HOSE CABINET

F.R. FIRE RATED

FRT FIRE RETARDANT TREATED

FIXT. FIXTURE

FLR. FLOOR

F.D. FLOOR DRAIN

FLUOR. FLUORESCENT

FT. FOOT, FEET

FTG. FOOTING

FND. FOUNDATION

FRMG. FRAMING

F.O.H. FRONT OF HOUSE

FURN. FURNISH(ING), FURNITURE

FF&E FURNITURE, FIXTURES &

EQUIPMENT

FUT. FUTURE

GALV. GALVANIZED

G.I. GALVANIZED IRON

GA. GAUGE, GAGE

G.C. GENERAL CONTRACTOR

GL GLASS, GLAZED, GLAZING

G.B. GRAB BAR

GR. GRADE

GDR. GUARD RAIL

GYP BD GYPSUM BOARD

GWB. GYPSUM WALLBOARD

H.C. HANDICAP

HR. HANDRAIL

HDW. HARDWARE

HWD. HARDWOOD

HDR. HEADER

HTG. HEATING

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

H.D. HEAVY DUTY

HT. HEIGHT

H.O. HOLD OPEN

H.C. HOLLOW CORE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.B. HOSE BIB

H.W. HOT WATER

H.W.H. HOT WATER HEATER

INCAND. INCANDESCENT

IN. INCH

INCL. INCLUDE

IND. INDUSTRIAL

INFO. INFORMATION

I.D. INSIDE DIAMETER

INSUL. INSULATE

INT. INTERIOR, INTERNAL

INV. INVERT

JAN. JANITOR

JT. JOINT

JST. JOIST

J-BOX JUNCTION BOX

KIT. KITCHEN

KDN. KNOCKDOWN

KO. KNOCKOUT

LBL. LABEL

LAB. LABORATORY

LAD. LADDER

LAM. LAMINATE(D)

LNDG. LANDING

LAV. LAVATORY

LH LEFT HAND

L. LENGTH (LONG)

LT. LIGHT

LT.WT. LIGHTWEIGHT

LIN. LINEAR

LD. LINEAR DIFFUSER

L.F. LINEAR FOOT

L.L. LIVE LOAD

LOC. LOCATION

LKR. LOCKER

LVR. LOUVER

LBR. LUMBER

LUM. LUMINOUS

L.V.T. LUXURY VINYL TILE

MACH. MACHINE

MH. MANHOLE

MAN. MANUAL

MFD. MANUFACTURED

MFR. MANUFACTURER

M.B. MARKER BOARD

MAS. MASONRY

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

M.D.F. MEDIUM DENSITY FIBER BOARD

M.D.O. MEDIUM DENSITY OVERLAY

MEMB. MEMBRANE

MTL. METAL

M. METER

MEZZ. MEZZANINE

MM. MILLIMETER

MWK. MILLWORK

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MOD. MODULAR

MRT MOISTURE RESISTANCE

TREATED

M.R. MOISTURE RESISTANT

MT. MOUNT (ED), (ING)

MOV. MOVABLE

MULL. MULLION

MULT. MULTIPLE

NAT. NATURAL

NEO. NEOPRENE

N.R. NOISE REDUCTION

N.R.C. NOISE REDUCTION

COEFFICIENT

NOM. NOMINAL

N.S. NON-SLIP

N. NORTH

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

OFC. OFFICE

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

O/O OUT TO OUT

O.D. OUTSIDE DIAMETER

O/A OVERALL

O/H OVERHEAD

OF/CI OWNER FURNISHED /

CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED / OWNER

INSTALLED

PTD. PAINT

PR. PAIR

PNL. PANEL

PAR. PARALLEL

PK. PARKING

P.B. PARTICLE BOARD

PTN. PARTITION

PAV. PAVEMENT

PED. PEDESTAL, PEDESTRIAN

PERF. PERFORATE(D)

PERIM. PERIMETER

PERP. PERPENDICULAR

P.LAM. PLASTIC LAMINATE

PLBG. PLUMBING

PLYWD. PLYWOOD

P.C.F. POUNDS PER CUBIC FOOT

P.L.F. POUNDS PER LINEAR FOOT

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PWR. POWER

PEMB PRE-ENGINEERED

MANUFACTURED BUILDING

PREFAB. PREFABRICATED

PREFIN. PREFINISHED

PREP. PREPARATION

P.T. PRESSURE TREATED

PROD. PRODUCTION

PROJ. PROJECT(OR), PROJECTION

P.S. PROJECTION SCREEN

P.L. PROPERTY LINE

QUAD. QUADRANT

QTY. QUANTITY

Q.T. QUARRY TILE

QTR. QUARTER

RECPT. RECEPTACLE

REC. RECESSED

REF. REFERENCE, REFRIGERATOR

REG. REGISTER, REGULATOR

REINF. REINFORCE, REINFORCING

REPRO. REPRODUCE, REPRODUCTION

REQD. REQUIRED

RESIL. RESILIENT

RESIST. RESISTANT

RET. RETURN

R.A. RETURN AIR

REV. REVISE, REVISION

RT. RIGHT

R. RISER(S), RADIUS

RM. ROOM

R.B. RUBBER BASE

SCHED. SCHEDULE(D)

SECT. SECTION, SECTOR

SEP. SEPARATE, SEPARATION

SVC. SERVICE

SHT. SHEET

S.V. SHEET VINYL

SHLVG. SHELVING

SHWR. SHOWER

S.R. SHOWER ROD

SIM. SIMILAR

SGL. SINGLE

S.C. SOLID CORE

S.A.F.B. SOUND ATTENUATING FIRE

BLANKET

S.T.C. SOUND TRANSMISSION

COEFFICIENT

S. SOUTH

SQ. SQUARE

S.F. SQUARE FOOT (FEET),

STOREFRONT

SSTL. STAINLESS STEEL

STD. STANDARD

STA. STATION

STL. STEEL

STOR. STORAGE

STRUC. STRUCTURE, STRUCTURAL

SURF. SURFACE

SUSP. SUSPEND(ED)

SYS. SYSTEM

TEL. TELEPHONE

TV. TELEVISION

TEMP. TEMPERED

TER. TERRAZZO

THK. THICK

TLT. TOILET

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

T.O.W. TOP OF WALL

T.B. TOWEL BAR, TACK BOARD,

THROUGH BOLT

T. TREAD(S)

TRTD. TREATED

T.S. TUBULAR STEEL

TYP. TYPICAL

U.C. UNDER COUNTER

U.L. UNDERWRITERS

LABORATORIES, INC.

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

UTIL. UTILITY

VAR. VARIES, VARIABLE, VARIOUS

V.I.F. VERIFY IN FIELD

VERT. VERTICAL

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION TILE

V.W.C. VINYL WALL COVERING

VOL. VOLUME

WSCT. WAINSCOT

W.C. WATER CLOSET

W.H. WATER HEATER

W.P. WATER PROOFING

W.R. WATER RESISTANT, WASTE

RECEPTACLE

W.S. WEATHERSTRIPPING

W. WEST, WIDE, WIDTH

W.F. WIDE FLANGE

WDW. WINDOW

W.GL. WIRED GLASS

W/ WITH

W/O WITH OUT

WD. WOOD

W.I. WROUGHT IRON

WD. W.I.

W.I. W.I.

W.O. WHERE OCCURS

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

NORTH

LOCATION MAP VICINITY MAP

GENERAL NOTES - PROJECT

1.0 GENERAL NOTES:

1.1 CONDITIONS AND DIMENSIONS - DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS, CHECK ALL DIMENSIONS AND OTHER IRREGULARITIES PRIOR TO BEGINNING CONSTRUCTION, FABRICATING OR ORDERING ANY MATERIALS.

REPORT ANY IRREGULARITIES OR DISCREPANCIES TO ARCHITECT IMMEDIATELY AND ADJUST WORK AS DIRECTED BY ARCHITECT. ANY CHANGES TO THE SCOPE OF THE WORK OR PROJECT SCHEDULE RESULTING FROM DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS MUST BE AGREED TO BY THE OWNER, CONTRACTOR, AND

ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

1.2 SUBCONTRACTORS ARE REQUIRED TO REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO NOTE AREAS OF WORK OF THEIR TRADE ON SHEETS TRADITIONALLY KNOWN AS WORK OF OTHER TRADES (I.E.THE REQUIREMENTS OF PROVIDING POWER TO MECHANICAL OR OTHER EQUIPMENT SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS & NOT ON THE ELECTRICAL DRAWINGS). THE ARCHITECT IS TO BE NOTIFIED IN WRITING OF ANY DISCREPANCY AND WILL COORDINATE DESIGN WORK OF THESE ITEMS. THE GENERAL CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR IDENTIFYING AND INCLUDING ALL ITEMS OF WORK INCLUDED IN THE CONTRACT DOCUMENTS, REGARDLESS OF WHERE

ANY ITEM SHALL APPEAR IN SAID CONTRACT DOCUMENTS.

1.3 CEILING UTILITY COORDINATION - INSTALL ALL ELECTRICAL AND OTHER CONDUIT TIGHT TO STRUCTURE. CONNECT CEILING GRID AND LIGHTING FIXTURE TIE WIRES TO STRUCTURAL ELEMENTS ABOVE. DO NOT ATTACH TO OTHER SYSTEMS SUCH AS CONDUIT, DUCTS, PIPES, ETC. PROVIDE A MINIMUM OF 1'-0" CLEAR ZONE ADJACENT TO ANY FIRE

OR SMOKE PARTITION.

1.4 CONTRATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES OR STATUES WHETHER SPECIFICALLY REFERENCED BY THE PLANS OR NOT. ANY DISCREPANCY SHALL BE BROUGHT TO THE ARCHITECT'S

ATTENTION BEFORE PROCEEDING.

1.5 CONTRACTOR SHALL VERIFY AND COORDINATE SPECIFIC REQUIREMENTS FOR OWNER PROVIDED AND /OR INSTALLED

EQUIPMENT

1.6 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK INCLUDED IN THE CONTRACT DOCUMENTS. ALL

CORRESPONDENCE FROM SUBCONTRACTORS SHALL BE ROUTED THROUGH THE CONTRACTOR.

1.7 ADJACENT WORK, INCLUDED UNDER OTHER CONSTRUCTION CONTRACTS, WHICH IS DAMAGED DURING EXECUTION OF THIS CONTRACT WORK, SHALL BE RESPONSIBLITY OF THE CONTRACTOR TO REPAIR PRIOR TO FINAL ACCEPTANCE OF

THE WORK.

1.8 PIPING, DUCTWORK, ETC...LOCATED IN THE FINISHED AREAS OF THE BUILDING SHALL BE CONCEALED IN CHASES/FURRED SPACES WITH THE EXCEPTION OF PIPING IN EQUIPMENT ROOMS, AND STANPIPES, REQUIRED BY

CODE TO BE EXPOSED.

1.9 ALL OPENINGS FOR PIPE, DUCTS, AND CONDUIT THROUGH ANY WALLS AND SLABS COMMON TO NOISE CRITICAL SPACES SHALL BE SLEEVED OR FRAMED TO ACCOMMODATE A FLEXIBLE ONE INCH JOINT FILLER SURROUNDING THE

PENETRATING ELEMENT.

1.10 ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.L. TESTED STANDARDS AND /OR LOCAL REQUIREMENTS.

1.11 THE PROJECT DOCUMENTS PROVIDE THAT NO ASBESTOS, ASBESTOS PRODUCTS, PCB's OR OTHER SUBSTANCE DEEMED TOXIC OR HAZARDOUS UNDER APPLICABLE FEDERAL OR STATE LAWS, RULES, REGUALTIONS OR

ORDINANCES, ARE TO BE CONTAINED OR INCORPORATED IN THE PROJECT WORK.

1.12 COORDINATE LOCATION OF FIXTURES WITH MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY ARCHITECT OF LAYOUT

CONFLICTS OR DISCREPANCIES.

1.13 INSTALL FURRING AROUND COLUMNS AND CHASES AS CLOSE AS POSSIBLE TO PIPES AND STRUCTURE.

1.14 FOR FIRE RATED PARTITION INFORMATION SEE LIFE SAFETY PLAN.

1.15 THE CONTRACTOR SHALL OBTAIN AND PAY FEES FOR ALL REQUIRED PERMITS, LICENSES, CERTIFICATES, TESTING, ETC.

1.16 PAINT EXPOSED UNFINISHED METAL TO MATCH ADJACENT SURFACE, U.N.O.

1.17 CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF ALL STRUCTURAL, MECHANICAL, ELECTRICAL

AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION.

1.18 LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY BY THE OWNER.

1.19 IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, FUNCTIONING PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON

THE DRAWINGS.

1.20 ITEMS FURNISHED BY THE OWNER BUT INSTALLED BY THE CONTRACTOR ARE NOTED "O.F.C.I.". CONTRACTOR SHALL

INCLUDE COST FOR INSTALLATION ONLY IN THEIR PROPOSAL.

1.21 ITEMS FURNISHED AND INSTALLED BY THE OWNER ARE NOTED "O.F.O.I.". CONTRACTOR SHALL NOT INCLUDE COSTS

FOR FURNISHING OR INSTALLATION IN THEIR PROPOSAL.

1.22 ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY THE CONTRACTOR ARE NOTED "N.I.C.".

1.23 "SIMILAR" OR "SIM", AS USED IN THESE DOCUMENTS MEANS THAT THE ITEM OR DETAIL REFERENCED IS SUBSTANTIALLY THE SAME AS THE ITEM OR DETAIL BEING REFERRED TO, WITH MINOR VARIATIONS THAT DO NOT AFFECT FUNCTION OR

APPEARANCE.

1.24 "TYPICAL" OR "TYP.", AS USED IN THESE DOCUMENTS MEANS THAT THE ITEM OR DETAIL REFERENCED IS THE SAME FOR ALL CONDITIONS OF A SIMILAR NATURE THROUGHOUT THE PROJECT, UNLESS NOTED OTHERWISE.

1.25 "OPPOSITE HAND" OR "O.H." AS USED IN THESE DOCUMENTS MEANS THAT THE ITEM OR DETAIL REFERENCED IS THE SAME AS THE REFERENCED ITEM OR DETAIL EXCEPT THAT IT IS EXACTLY OPPOSITE (MIRRORED) IN ORIENTATION.

1.26 DO NOT ISSUE INCOMPLETE (PARTIAL) SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED.

1.27 ALL SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, AND MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION SYSTEMS) WHEN REQUIRED BY M.E.P. CONSULTANT'S DOCUMENTS.

REF. SPECIFICATION 01 3300 SUBMITTAL PROCEDURES.

1.28 THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR DOOR HARDWARE. REF SPECIFICATION 01 3300 SUBMITTAL

PROCEDURES.

1.29 NO SMOKING AT AISD PROPERTIES.

1.30 THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING, BRACING OR OTHER TEMPORARY MEASURES

REQUIRED DURING CONSTRUCTION.

1.31 THE CONTRACTOR SHALL MAINTAIN A SITE “NEAT” IN APPEARANCE. REMOVE TRASH AND CONSTRUCTION DEBRIS ON A WEEKLY BASIS, AT A MINIMUM, AND LEGALLY DISPOSE OF IN LEGAL DISPOSAL FACILITIES. MINIMIZE WASTE DIVERTED

TO LANDFILLS AND RECYCLE OR REUSE THE MAXIMUM VOLUME OF WASTE POSSIBLE.

GENERAL NOTES - PROJECT

2.0 SITEWORK NOTES:

2.1 OVER EXCAVATION OF FOUNDATIONS SHALL BE FILLED ONLY AS DIRECTED BY THE STRUCTURAL ENGINEER.

2.2 MAJOR WORK FOR THIS PROJECT IS WITHIN THE DESIGNATED PROJECT SITE AREA; HOWEVER, SOME WORK EXTENDS BEYONG THE DESIGNATED LIMITS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE CITY AND

SCHEDULE THIS WORK TO PROVIDE MINIMAL DISRUPTION TO THOSE AFFECTED.

2.3 COORDINATE MECHANICAL PAD LOCATIONS WITH MECHANICAL, STRUCTURAL, AND ARCHITECTURAL DRAWINGS.

2.4 ANY DAMAGE BY G.C. OR SUBCONTRACTOR TO EXISTING ASPHALT PAVEMENT AND /OR EXISTING LANDSCAPING SHALL

BE REPAIRED AT NO COST TO THE OWNER.

2.5 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES WITHIN A REASONABLE TIME PERIOD TO ALLOW FOR REVISIONS OR CHANGES IN DESIGN PRIOR TO SCHEDULED WORK.

2.6 ALL SIDEWALKS ARE TO BE LIGHT BROOM FINISHED UNLESS NOTED OTHERWISE; ALL SIDEWALKS ARE TO MATCH EACH

OTHER AND ADJACENT, EXISTING CONDITIONS UNLESS NOTED OTHERWISE.

2.7 CONTRACTOR TO SCHEDULE BUILDING AND HARDSCAPE STAKING INSPECTION AND NOTIFY ARCHITECT OF ANY

DESCREPANCIES BEFORE BEGINNING ANY WORK

2.8 CONNECTIONS TO UNDERGROUND UTILITY LINES SHALL BE MADE BY THE CONTRACTOR. COORDINATE WITH PLUMBING

AND ELECTRICAL DRAWINGS.

3.0 CONCRETE NOTES:

3.1 ALL EXTERIOR SIDEWALK EXPANSION JOINTS TO RECEIVE GUN GRADE POLYURETHANE TRAFFIC SEALANT.

3.2 PRESSURIZED LINES, DRAINS, ETC...WHICH PENETRATE EXISTING OR IN-PLACE MASONRY WALLS SHALL BE INSTALLED BY CORE DRILLING. NO CHIPPING OF MASONRY WALLS WILL BE ALLOWED. REFER TO THE ELECTRICAL AND

MECHANICAL DRAWINGS.

6.0 WOOD NOTES:

6.1 CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND PROVIDING REQUIRED BLOCKING FOR ALL WALL

MOUNTED EQUIPMENT AND FIXTURES.

6.2 ALL WOOD BLOCKING IN EXTERIOR WALLS, EXTERIOR OF THE BUILDING ENVELOPE OR IN CONTACT WITH THE GROUND

FLOOR SLAB SHALL BE PRESURE TREATED UNLESS OTHERWISE NOTED.

6.3 ALL WOOD, PLYWOOD, BLOCKING, AND FRAMING LOCATED IN FIRE RATED BUILDING ELEMENTS SHALL BE FIRE

RETARDANT TREATED.

7.0 THERMAL & MOISTURE PROTECTION NOTES:

7.1 ALL SHEET METAL FLASHING DETAILS ARE TO BE IN ACCORDANCE WITH SMACNA "ARCHITECTURAL SHEET METAL MANUAL," SEVENTH EDITION, DATED JANUARY 2012. SEALANT USED IN ASSOCIATION SMACNA DETAILS SHALL BE

ULTRA-LAW MODULUS SILICONE SEALANT

7.2 ALL GUTTERS, DOWNSPOUTS, FASCIAS, FLASHING, LOUVERS, SCREENS, METAL STRUCTURES AND ANY ROOF PENETRATIONS ARE TO BE INSTALLED AND FABRICATED AS PER SMACNA STANDARDS OR IN ACCORDANCE WITH ROOFING MANUFACTURER'S RECOMMENDATIONS AS REQUIRED TO OBTAIN MANUFACTURER'S WARRANTIES REQUIRED

BY THE SPECIFICATIONS.

7.3 THE COLOR OF BRAKE METAL AND SEALANT SHALL MATCH THE COLOR OF ADJACENT WINDOW, DOOR, OR

STOREFRONT FRAMING, UNLESS NOTED OTHERWISE.

7.4 CONTRACTOR SHALL PROVIDE FLASHING AS SHOWN FOR ALL WINDOW, STOREFRONT, WINDOW WALLS AND DOOR

JAMBS, SILLS & HEADS. SUBMIT SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION.

7.5 CAULK THE ENTIRE INTERIOR AND SEAL THE EXTERIOR PERIMETER OF ALL DOORS, STOREFRONT AND WINDOWS UNLESS SEALANT CONFLICTS WITH UNIT'S WEEPING SYSTEM OR AS DIRECTED ELSEWHERE IN THE DOCUMENTS.

7.6 ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER-STRIPPED WITH THRESHOLDS SET IN MASTIC BED. PROVIDE RAIN

GUARDS AT HEAD WHERE INDICATED.

7.7 INSTALL ROOF INSULATION SO ALL AREAS OF ROOFING DRAIN TO ROOF DRAINS AND SCUPPERS TO AVOID PONDING.

7.8 PROVIDE BITUTHENE MEMBRANE WATER PROOFING AT ALL AREAS BELOW GRADE.

7.9 PROVIDE CONTINUOS WEATHER PROOF BARRIER AT ALL EXTERIOR SHEATHING LOCATIONS

7.10 SEAL ALL PENETRATIONS AT EXTERIOR WALLS TO INSURE WEATHER TIGHTNESS.

9.0 FINISH NOTES:

9.1 CLEAN AND PRIME ALL SURFACES PRIOR TO PAINTING PER FINISH SCHEDULE & IN ACCORDANCE WITH PAINTING

SPECFICATIONS. FINISH ALL SIX SURFACES OF DOORS.

9.2 METAL ACCESS PANELS, ELECTRICAL PANEL LOUVERS AND ALL FERROUS METALS SHALL NOT BE PAINTED WITH LATEX

PAINT. PAINT PANELS WITH OIL BASED GLOSS ENAMELS AS SPECIFIED

9.3 METAL FRAMING FOR ALL SUSPENDED GYP. BD. SOFFITS, CEILINGS, FURRING, AND OVER ALL DOORS SHALL BE

SECURED TO THE STRUCTURE ABOVE AS REQUIRED FOR RIGID INSTALLATION.

9.4 WHERE WALL SURFACES ARE NOTED "ALIGN," THE FINISHED FACE OF NEW CONSTRUCTIONIS TO ALIGN WITH THE

FINISHED FACE OF OTHER NEW OR EXISTING CONSTRUCTION.

9.5 ALL MATERIALS PROVIDED SHALL BE NEW, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.

9.6 WARRANT ALL MATERIALS AND LABOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, OR THE DATE OF BENEFICIAL OCCUPANCY BY THE OWNER, WHICHEVER IS LATER. REPAIR OR REPLACE ALL WORK THAT IS

DISCOVERED TO BE DEFECTIVE DURING THAT PERIOD.

16.0 SUSTAINABILITY

16.1 ADHERE TO REQUIREMENTS ESTABLISHED BY AUSTIN ISD AND DEVELOPED FOR THIS PROJECT USING THE AUSTIN ISD

SUSTAINABLE SCORECARD, LOCATED IN SPECIFICATION SECTION 01 8113.

16.2 COMPLY WITH REQUIREMENTS SET FORTH IN 01 3546 FOR INDOOR AIR QUALITY MANAGEMENT.

16.3 COMPLY WITH REQUIREMENTS SET FORTH IN 01 7419 CONSTRUCTION CASTE MANAGEMENT AND DISPOSAL FOR

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.

16.4 PROVIDE SUBMITTALS REQUIRED TO VERIFY COMPLIANCE WITH THE AUSTIN ISD SUSTAINABILITY SCORECARD.

NO REVISION DATE

A ISSUE FOR CONSTRUCTION 07/18/25

FIGURE 302.2 CARPET TILE HEIGHT

½ max dominant direction of travel long dimension perpendicular to dominant direction of travel

½ max

6.4 ¼ max

FIGURE 303.3 BEVELED CHANGE IN LEVEL

6.4

¼

¼ 6.4

½

48 min m in

30 min

48 min m in m in

(a) forward

(b) parallel

36 min

X

FIGURE 302.3 ELONGATED OPENINGS IN FLOOR OR

GROUND SURFACES

FIGURE 303.2 VERTICAL CHANGE IN LEVEL

FIGURE 304.3.2 T-SHAPED TURNING SPACE

FIGURE 305.3 CLEAR FLOOR OR GROUND SPACE

FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE

FIGURE 305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD

APPROACH

FIGURE 305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL

APPROACH

FIGURE 306.2 TOE CLEARANCE

FIGURE 306.3 KNEE CLEARANCE

FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS

FIGURE 307.3 POST-MOUNTED PROTRUDING OBJECTS

FIGURE 307.4 VERTICAL CLEARANCE

308 REACH RANGES

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)

FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH

FIGURE 308.3.1 OBSTRUCTED HIGH FORWARD REACH

FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH

FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE

FIGURE 403.5.2 CLEAR WIDTH AT TURN

308.2 FORWARD REACH

FIGURE 404.2.6 DOORS IN SERIES AND GATES IN SERIES

FIGURE 405.7 RAMP LANDINGS

FIGURE 405.9.1 EXTENDED FLOOR OR GROUND SURFACE EDGE

PROTECTION

FIGURE 405.9.2 CURB OR BARRIER EDGE PROTECTION

FIGURE 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB

RAMPS

FIGURE 406.3 SIDES OF CURB RAMPS

FIGURE 406.4 LANDINGS AT THE TOP OF CURB RAMPS

FIGURE 406.6 DIAGONAL OR CORNER TYPE CURB RAMPS

FIGURE 406.7 ISLANDS IN CROSSINGS

CHAPTER 3: BUILDING BLOCKS

302 FLOOR OR GROUND SURFACES

60 min

X

17-25

430-635

6 max m in

(a) elevation

(b) plan

11 min m in

8 min

9 min

(a) elevation

(b) plan m in

25 max

4 max

X

X

12 max

12 max

-8

-2 m ax m in 0X > 12

X > 12

(b)(a) m ax 5 2

X m in m ax m ax m ax

>20-25 max 510-635

20 max

(a) (b)

10 max m ax m in

10 max m ax m ax m ax m ax

> 10-24 max 255-610

(a) (b) m in

48 min

24 max m in m in m in

24 max

42 min m in

X < 48

42 min

X < 48

36 min

36 min m in

(a) 180 degree turn

(b) 180 degree turn

(Exception)

(c) folding door

(a) hinged door

(b) sliding door

32 min

32 min

32 min m in

18 min

X > 8

(a) pull side m in

(b) push side

X > 8 m in

12 min

(c) push side, door provided with both closer and latch

X > 8

48 min

48 min

(a) (b)

48 min

(c) ramp run landinglanding

60 min

1525 1525

60 min landing ramp run ra m p r u n

60 min m in at least as wide as ramp run

(a) straight

(b) change in direction

12 min

12 min

X < 4 adjoining surface maximum slope curb ramp slope flared sides 1:10 max slope slope slope

36 min at least as wide as curb ramp

48 min

24 min

24 min

36 min

(b) curb ramp at island

(a) cut through at island

48 min m in

24 min m in

36 min

12 min

12 min

60 min base a rm a rm

FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH

302.2 CARPET. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND

SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD.

CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL

CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2 INCH

(13 MM) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR

SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED

EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303.

302.3 OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT

ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" (13 MM) DIAMETER EXCEPT

AS ALLOWED IN 407.4.3, 409.4.3, 410.4, 810.5.3 AND 810.10. ELONGATED

OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS

PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

303.2 VERTICAL. CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH MAXIMUM

SHALL BE PERMITTED TO BE VERTICAL.

303.3 BEVELED. CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH

MINIMUM AND 1/2 INCH (13 MM) HIGH MAXIMUM SHALL BE BEVELED WITH A

SLOPE NOT STEEPER THAT 1:2.

304 TURNING SPACE

304.3.1 CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES

(1525 MM) DIAMETER MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE

KNEE AND TOE CLEARANCE COMPLYING WITH 306.

304.3.2 T-SHAPED SPACE. THE TURNING SPACE SHALL BE A T-SHAPED SPACE

WITH A 60 INCH (1525 MM) SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES

(915 MM) WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF

OBSTRUCTION 12 INCHES (305 MM) MINIMUM IN EACH DIRECTION AND THE BASE

SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES (610MM) MINIMUM. THE SPACE

SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH

306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM.

305.7.1 FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES (915 MM) WIDE

MINIMUM WHERE THE DEPTH EXCEEDS 24 INCHES (610 MM).

305.7.2 PARALLEL APPROACH. ALCOVES SHALL BE 60 INCHES (1525 MM) WIDE

MINIMUM WHERE THE DEPTH EXCEEDS 15 INCHES (380 MM).

306 KNEE AND TOE CLEARANCE

306.2 TOE CLEARANCE

306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR

GROUND AND 9 INCHES (230 MM ABOVE THE FINISH FLOOR OR GROUND SHALL

BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH 306.2.

306.2.2 MAXIMUM DEPTH. TOE CLEARANCE SHALL EXTEND 25 INCHES (635 MM)

MAXIMUM UNDER AN ELEMENT.

306.2.3 MINIMUM REQUIRED DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT AN

ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL

EXTEND 17 INCHES (430 MM) MINIMUM UNDER THE ELEMENT.

306.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES

(150 MM) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES (230 MM)

ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE

CLEARANCE.

306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30 INCHES (760 MM) WIDE MINIMUM.

306.3 KNEE CLEARANCE

306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (230 MM) AND

27 INCHES (685 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL BE

CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH 306.3.

306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE SHALL EXTEND 25 INCHES (635 MM)

MAXIMUM UNDER AN ELEMENT AT 9 INCHES (230 MM) ABOVE THE FINISH FLOOR

OR GROUND.

306.3.3 MINIMUM REQUIRED DEPTH. WHERE KNEE CLEARANCE IS REQUIRED

UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE

SHALL BE 11 INCHES (280 MM) DEEP MINIMUM AT 9 INCHES(230 MM) ABOVE THE

FINISH FLOOR OR GROUND, AND 8 INCHES (205 MM) DEEP MINIMUM AT 27

INCHES (685 MM) ABOVE THE FINISH FLOOR.

306.3.4 CLEARANCE REDUCTION. BETWEEN 9 INCHES (230 MM) AND 27 INCHES

(685 MM) ABOVE THE FINISH FLOOR OR GROUND, THE KNEE CLEARANCE SHALL

BE PERMITTED TO REDUCE AT A RATE OF 1 INCH (25 MM) IN DEPTH FOR EACH 6

INCHES (150 MM) IN HEIGHT.

306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30 INCHES (760 MM) WIDE MINIMUM.

307 PROTRUDING OBJECTS

307.2 PROTRUSION LIMIT. 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.

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 27INCHES 9685 MM) MAXIMUM

OR 80 INCHES (2030) MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

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.

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 (380MM) 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.

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) MINIMUM

ABOVE THE FINISH FLOOR OR GROUND.

308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR OR GROUND

SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE

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

SHALL BE 46 INCHES (1170 MM) MAXIMUM FOR A REACH DEPTH OF 24 INCHES

(610 MM) MAXIMUM.

309 OPERABLE PARTS

309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE

COMPLYING WITH 305 SHALL BE PROVIDED.

309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE

OF THE REACH RANGES SPECIFIED IN 308.

309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND

AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE

WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5

POUNDS (22.2 N) MAXIMUM.

CHAPTER 4: ACCESSIBLE ROUTES

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.

ADVISORY 402.2 COMPONENTS. WALKING SURFACES MUST HAVE RUNNING

SLOPS NOT STEEPER THAN 1:20, SEE 403.3. OTHER COMPONENTS OF

ACCESSIBLE ROUTES, SUCH AS RAMPS (405) AND CURB RAMPS (406), ARE

PERMITTED TO BE MORE STEEPLY SLOPED.

403 WALKING SURFACES

403.1 GENERAL. WALKING SURFACES THAT ARE 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 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 SEGMENTS ARE SEPARATED BY SEGMENTS THAT

ARE 48 INCHES (1220 MM) LONG MINIMUM AND 36 INCHES (915 MM) WIDE

MINIMUM.

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) APPROACHING

THE TURN, 48 INCHES (1220 MM) MINIMUM AT THE TURN AND 42 INCHES (1065

MM) MINIMUM LEAVING THE 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.

404 DOORS, DOORWAYS, AND GATES

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).

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.

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

404.2.6 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.

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.

404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE

CLOSERS SHALL BE ADJUSTED SO THAT FROM ON OPEN POSITION OF 90

DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12

DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM.

404.2.8.2 SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE

ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR

OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM.

404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A

MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE

ADMINISTRATIVE AUTHORITY. THE FORCE OF PUSHING OR PULLING OPEN A

DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS:

1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM.

2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM.

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT

LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR

GATE IN A CLOSED POSITION.

404.2.10 DOORS AND GATE SURFACES. SWINGING DOORS AND GATE

SURFACES WITHIN 10 INCHES (255 MM) OF THE FINISH FLOOR OR GROUND

MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH

SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS

CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE

WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE AS THE OTHER. CAVITIES

CREATED BY ADDED KICK PLATES SHALL BE CAPPED.

404.2.11 VISION LIGHTS. DOORS, GATES AND SIDE LIGHTS ADJACENT TO

DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT

PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT

LEAST ONE GLAZED PANEL LOCATED 43 INCHES (1090 MM) MAXIMUM ABOVE

THE FINISH FLOOR.

404.3 AUTOMATIC AND POWER ASSISTED DOORS AND GATES. AUTOMATIC

DOORS AND AUTOMATIC GATES SHALL COMPLY WITH 404.3. FULL-POWERED

AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A156.10

(INCORPORATED BY REFERENCE, SEE "REFERENCED STANDARDS" IN

CHAPTER 1). LOW-ENERGY AND POWER-ASSISTED DOORS SHALL COMPLY

WITH ANSI/BHMA A156.19 (1997 OR 2002 EDITION) (INCORPORATED BY

REFERENCE, SEE "REFERENCED STANDARDS" IN CHAPTER 1).

404.3.2 MANEUVERING CLEARANCE. CLEARANCES AT POWER-ASSISTED

DOORS AND GATES SHALL COMPLY WITH 404.2.4. CLEARANCES AT

AUTOMATIC DOORS AND GATES WITHOUT STANDBY POWER AND SERVING

AN ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH 404.2.4.

404.3.7 REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES.

REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE

PART OF AN ACCESSIBLE ROUTE.

405 RAMPS

405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER

THAN 1:12.

405.3 CROSS SLOPE. CROSS SLOPE OF RAMP RUNS SHALL NOT BE

STEEPER THAN 1:48.

405.5 CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN AND, WHERE

HANDRAILS ARE PROVIDED, THE CLEAR WIDTH BETWEEN HANDRAILS

SHALL BE 36 INCHED (915 MM) MINIMUM.

405.6 RISE. THE RISE FOR ANY RAMP 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.

405.7.1 SLOPE. LANDINGS SHALL HAVE SLOPE NO STEEPER THAN 1:48.

CHANGES IN LEVEL ARE NOT PERMITTED.

405.7.2 WIDTH. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS

THE WIDEST RAMP RUN LEADING TO THE LANDING.

405.7.3 LENGTH. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES (1525

MM) LONG MINIMUM.

405.7.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN

RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES (1525 MM)

MINIMUM BY 60 INCHES (1525 MM) MINIMUM.

405.7.5 DOORWAYS. WHERE DOORWAYS ARE LOCATED ADJACENT TO A

RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY 404.2.4 AND

404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING

405.8 HANDRAILS. RAMP RUNS WITH A RISE GREATER THAN 6 INCHES (150

MM) SHALL HAVE HANDRAILS COMPLYING WITH 505.

405.9 EDGE PROTECTION. EDGE PROTECTION COMPLYING WITH 405.9.1 OR

405.9.2 SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH

SIDE OF 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 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.

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.

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.

406.7 ISLANDS. RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH

LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES. EACH

CURB RAMP SHALL HAVE A LEVEL AREA 48 INCHES (1220 MM) LONG

MINIMUM BY 36 INCHES (915 MM) WIDE MINIMUM AT THE TOP OF THE CURB

RAMP IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSINGS.

EACH 48 INCH (1220 MM) MINIMUM BY 36 INCH (915 MM) MINIMUM AREA

SHALL BE ORIENTED SO THAT THE 48 INCH (1220 MM) MINIMUM LENGTH IS

IN THE DIRECTION OF THE RUNNING SLOPE OF THE CURB RAMP IT SERVES.

THE 48 INCH (1220 MM) MINIMUM BY 36 INCH (915 MM) MINIMUM AREAS AND

THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP.

406.6 DIAGONAL CURB RAMPS. DIAGONAL OR CORNER TYPE CURB RAMPS

WITH RETURNED CURBS OR OTHER WELL DEFINED EDGED 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 48 INCHES (1220 MM) MINIMUM CLEAR SPACE WITHIN THE

MARKING. 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.

406.5 LOCATION. CURB RAMPS AND 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.

LC

FIGURE 407.2.2.2 VISIBLE HALL SIGNALS

FIGURE 407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY

ENTRANCES.

FIGURE 407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED

ELEVATOR HOISTWAY ENTRANCES

FIGURE 407.4.1 ELEVATOR CAR DIMENSIONS

2½ min

2½ min m in m in

C

C m in

80 min

42 min m in m in

(a) centered door

68 min

36 min m in m in

(b) side (off-centered) door

54 min

36 min m in

(c) any door location

60 min

36 min m in

(d) any door location

LCLC

407.4.8.2.3 FREQUENCY. THE VERBAL ANNUNCIATOR SHALL HAVE A FREQUENCY OF 300

HZ MINIMUM TO 3000 HZ MAXIMUM.

407.4.8.2.2 SIGNAL LEVEL. THE VERBAL ANNUNCIATOR SHALL BE 10 DB MINIMUM ABOVE

AMBIENT, BUT SHALL NOT EXCEED 80 DB, MEASURED AT THE ANNUNCIATOR.

407.8.1.1 SIZE. CHARACTERS SHALL BE 1/2 INCH (13 MM) HIGH MINIMUM.

407.4.7.1.3 SYMBOLS. THE CONTROL BUTTON FOR THE EMERGENCY STOP, ALARM, DOOR

OPEN, DOOR CLOSE, MAIN ENTRY FLOOR, AND PHONE, SHALL BE IDENTIFIED WITH

TACTILE SYMBOLS AS SHOWN IN TABLE 407.4.7.1.3.

407.4.7.1.1 TYPE. CONTROL BUTTONS SHALL BE IDENTIFIED BY TACTILE CHARACTERS

COMPLYING WITH 703.2.

407.4.6.4.1 HEIGHT. EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES

35 INCHES (890 MM) MINIMUM ABOVE THE FINISH FLOOR.

407.4.6.2.1 SIZE. BUTTONS SHALL BE 3/4 INCH (19 MM) MINIMUM IN THEIR SMALLEST

DIMENSION.

407.4.6.2 BUTTONS. CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL

COMPLY WITH 407.4.6.2 AND SHALL BE RAISED OR FLUSH.

407.4.6.1 LOCATION. CONTROLS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES

SPECIFIED IN 308.

407.4.6 ELEVATOR CAR CONTROLS. WHERE PROVIDED, ELEVATOR CAR CONTROLS

SHALL COMPLY WITH 407.4.6 AND 309.4.

407.4.5 ILLUMINATION. THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM,

CAR THRESHOLD AND CAR LANDING SILL SHALL BE 5 FOOT CANDLES (54 LUX) MINIMUM.

407.4.4 LEVELING. EACH CAR SHALL BE EQUIPPED WITH A SELF-LEVELING FEATURE

THAT WILL AUTOMATICALLY BRING AND MAINTAIN THE CAR AT FLOOR LANDINGS WITH A

TOLERANCE OF 1/2 INCH (13 MM) UNDER RATED LOADING TO ZERO LOADING

CONDITIONS.

407.4.3 PLATFORM TO HOIST CLEARANCE. THE CLEARANCE BETWEEN THE CAR

PLATFORM SILL AND THE EDGE OF ANY HOISTWAY LANDING SHALL BE 1 1/4 INCH (32 MM)

MAXIMUM.

407.4.1 CAR DIMENSIONS. INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH

OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 407.4.1.

407.4 ELEVATOR CAR REQUIREMENTS. ELEVATOR CARS SHALL COMPLY WITH 407.4.

407.3.6 WIDTH. THE WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 407.4.1.

407.3.5 DOOR DELAY. ELEVATOR DOORS SHALL REMAIN FULLY OPEN IN RESPONSE TO A

CAR CALL FOR 3 SECONDS.

407.3.4 DOOR AND SIGNAL TIMING. THE MINIMUM ACCEPTABLE TIME FROM

NOTIFICATION THAT A CAR IS ANSWERING A CALL OR NOTIFICATION OF THE CAR

ASSIGNED AT THE MEANS FOR THE ENTRY OF DESTINATION INFORMATION UNTIL THE

DOORS OF THAT CAR START TO CLOSE SHALL BE CALCULATED FROM THE FOLLOWING

EQUATION:

T=D/(1.5 FT/S) OR T=D/9455 MM/S)= 5 SECONDS MINIMUM WHERE T EQUALS THE TOTAL

TIME IN SECONDS AND D EQUALS DISTANCE (IN FEET OR MILLIMETERS) FROM THE POINT

IN THE LOBBY OR CORRIDOR 60 INCHES (1525 MM) DIRECTLY IN FRONT OF THE

FARTHEST CALL BUTTON CONTROLLING THAT CAR TO THE CENTERLINE OF ITS

HOISTWAY DOOR.

407.3.3.3 DURATION. DOOR REOPENING DEVICES SHALL REMAIN EFFECTIVE FOR 20

SECONDS MINIMUM.

407.3.3.1 HEIGHT. THE DEVICE SHALL BE ACTIVATED BY SENSING AN OBSTRUCTION

PASSING THROUGH THE OPENING AT 5 INCHES (125 MM) NOMINAL AND 29 INCHES

(735 MM) NOMINAL ABOVE THE FINISH FLOOR.

407.3.3.3 DURATION. DOOR REOPENING DEVICES SHALL REMAIN EFFECTIVE FOR 20

SECONDS MINIMUM.

407.2.3.2 CAR DESIGNATIONS. DESTINATION-ORIENTED ELEVATORS SHALL PROVIDE

TACTILE CAR IDENTIFICATION COMPLYING WITH 703.2 ON BOTH JAMBS OF THE

HOISTWAY IMMEDIATELY BELOW THE FLOOR DESIGNATION. CAR DESIGNATIONS SHALL

BE PROVIDED IN BOTH TACTILE CHARACTERS AND BRAILLE. TACTILE CHARACTERS

SHALL BE 2 INCHES (51 MM) HIGH MINIMUM.

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

BRA…