7-Drawings.pdf

FRACTAL STRUCTURAL ENGINEERING

9722 GASTON ROAD, SUITE 150

KATY, TX 77494

CONTACT:OSCAR VALDEZ

TEL:(832) 404-2280

email:OSCAR.VALDEZ@FRACTALSTRUCTURAL.COM

STRUCTURAL

WYLIE ENGINEERING

1 GREENWAY PLAZA, SUITE 1100

HOUSTON, TX 77046

CONTACT:LINCOLN PREDERGAST, P.E.

TEL:(713) 781-2526 (143)

email:LPRENDERGAST@WYLIEEENG.COM

MEP

HARRIS COUNTY HOSPITAL DISTRICT

2525 HOLLY HALL ST.

HOUSTON, TX 77054-4124

CONTACT:JOEL LAZO

TEL:(xxx) xxx-xxxx email:JOEL.LAZO@HARRISHEALTH.ORG

BUILDING OWNER

ARCHITECT

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK, SUITE 880

HOUSTON, TX 77027

CONTACT: CORY PORTER

TEL: (713) 850-1733

email: CPorter@BrowneMcGregor.com

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DescriptionDateNo.

520 Post Oak Boulevard

Suite 880

Houston TX 77027

713-850-1733 www.brownemcgregor.com

© COPYRIGHT

07/22/2025

Sheet No.:

Sheet Name

Phase:

Date:

Job No.:

OWNER:

07/22/202507/22/2025

Checked by:

Drawn by:

Browne McGregor

Architects, Inc.

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07/22/2025 ISSUE FOR PERMIT & PRICING

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2525 HOLLEY HALL ST.

HOUSTON, TX 77054-4124

HARRIS COUNTY HOSPITAL

DISTRICT

D.D.

BENTAUB RADIOGRAPHIC EQUIPMENT REPLACEMENT

1504 Ben Taub Loop Houston, TX 77030

07/22/2025 - ISSUE FOR PERMIT & PRICING

COVER

B e n T a u b L o o p H o u st o n

T X

CB

AM

DRAWING INDEX

PROJECT LOCATION

VICINITY MAPE

D

C

B

A x x.x x x.x xx

X'-XX"

ENLARGED DETAIL REFERENCE

PROJECT PLAN NORTH ARROW

DOOR DESIGNATION

(ABOVE FINISH FLOOR)

FINISH KEY DESIGNATION

STRUCTURAL COLUMN CENTER LINES

PROPERTY LINES, BOUNDARY LINES

REFERENCE OR LEVEL LINE

COLUMN REFERENCE GRIDS

BUILDING SECTION

NOTE KEY DESIGNATIONS

PARTITION TYPE

DETAIL SECTION

MATCH LINE

BREAK LINE

ROOM/SPACE NUMBER

EXTERIOR ELEVATION

INTERIOR ELEVATION

REVISION CLOUD

REVISION TAG

KEY

XX

X

XXX

WALL SECTION

XXX

XXX

xx'-xx" xxxx

ARCHITECTURAL ABBREVIATIONS

ABV. ABOVE

A.F.F. ABOVE FINISHED

FLOOR

A.D. ACCESS DOOR

AC. BD. ACOUSTICAL BOARD

AC. CLG. ACOUSTICAL CEILING

AC.T. ACOUSTICAL TILE

ADJ. ADJUSTABLE

AG. AGGREGATE

ALT. ALTERNATE

AL. ALUMINUM

ANCH. ANCHOR

A.B. ANCHOR BOLT

ANOD. ANODIZED

ARCH. ARCHITECT

ASPH. ASPHALT

ASSY. ASSEMBLY

BSMT. BASEMENT

BM. BEAM

B.M. BENCH MARK

BTWN. BETWEEN

BIT. BITUMINOUS

BLK. BLOCK

BLKG. BLOCKING

BK. BRICK

BLDG. BUILDING

B.U.R. BUILT-UP ROOFING

CAB. CABINET

CPT. CARPET

C.I.P. CAST-IN PLACE

C.I. CAST IRON

CLG. CEILING

CEM. CEMENT

CTR. CENTER

C.L. CENTER LINE

CER. CERAMIC

C.T. CERAMIC TILE

CLO. CLOSET

COL. COLUMN

CONC. CONCRETE

C.M.U. CONCRETE

MASONRY UNIT

CONST. CONSTRUCTION

C. JT. CONTROL JOINT

CONT. CONTINUOUS

CSK. COUNTERSUNK

CU. FT. CUBIC FOOT

DP. DAMPPROOFING

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DN. DOWN

DWG. DRAWING

D.F. DRINKING FOUNTAIN

DW. DRYWALL

D. DEPTH

EA. EACH

ELAS. ELASTIC

E.D.F. ELECTRIC DRINKING

FOUNTAIN

EL. ELEVATION

ELEV. ELEVATOR

ENCL. ENCLOSURE

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

EXP. EXPANSION

EXP. ANCH. EXPANSION ANCHOR

EXP. BLT. EXPANSION BOLT

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

H

HDW. HARDWARE

HD. HEAD

HT. HEIGHT

H. PT. HIGH POINT

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.B. HOSE BIBB

HR. HOUR

I

IN. INCH

INCL. INCLUDE

INSUL. INSULATION

INT. INTERIOR

I.D. INSIDE DIAMETER

INTG. INTEGRAL

J

JT. JOINT

JST. JOIST

K

K. PL. KICK PLATE

KO. KNOCKOUT

KW. KILOWATT

L

LBL. LABEL

L.B. LAG BOLT

LAM. LAMINATE

LAV. LAVATORY

LT. LIGHT

LT. WT. LIGHT WEIGHT

L.W.C. LIGHT WEIGHT

CONCRETE

LMS. LIMESTONE

L.F. LINEAR FEET

LNTL. LINTEL

LG. LONG

LVR. LOUVER

L. PT. LOW POINT

L. LENGTH

N

NAT. NATURAL

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

OP. HD. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OA. OVERALL

OVHD. OVERHEAD

OZ. OUNCE

OXY. OXYGEN

P

PTD. PAINTED

PR. PAIR

PT. PAINT

PNL. PANEL

P.T.D. PAPER TOWEL

DISPENSER

PART. BD. PARTICLE BOARD

PART. PARTITION

PC. PIECE

PLAS. PLASTER

PL. PLASTIC

PL. LAM. PLASTIC LAMINATE

PLT. PLATE

P.W. PLYWOOD

PNT. POINT

POL. POLISHED

PVC POLYVINYL CHLORIDE

P.C. PORTLAND CEMENT

PRCST. PRECAST

PROP. PROPERTY

P.S.I. POUND PER SQUARE

INCH

Q

QTY. QUANTITY

Q.T. QUARRY TILE

R

RAB. RABBET

RAD. RADIUS

RE: REFER, REFERENCE

REFL. REFLECTED

REINF. REINFORCE

REQ. REQUIRED

REQD. REQUIRED

R.A. RETURN AIR

REV. REVISE, REVISION

R.O.W. RIGHT OF WAY

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

R.O. ROUGH OPENING

RUB. RUBBER

T

TEL. TELEPHONE

TEMP. TEMPERED

T.C. TERRA COTTA

TERR. TERRAZZO

THK. THICKNESS

THD. THREAD

THRESH. THRESHOLD

T. ACC. TOILET ACCESSORY

T.P.D. TOILET PAPER

DISPENSER

T.O.C. TOP OF CURB

T.O.S. TOP OF SLAB

T.O.STL. TOP OF STEEL

T.B. TOWEL BAR

TRAV. TRAVERTINE

T.D. TREAD

TYP. TYPICAL

TLT. TOILET

U

U.C. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES INC.

UR. URINAL

U.N.O. UNLESS NOTED

OTHERWISE

V

VAC. VACUUM

V.B. VAPOR BARRIER

VAR. VARIES

VERT. VERTICAL

V.W.C. VINYL WALL COVERING

V.C.T. VINYL COMPOSITION

TILE

VNR. VENEER

W

W.T.W. WALL TO WALL

W.H. WALL HUNG

W.C. WATER CLOSET

WP. WATER PROOFING

WND. WINDOW

W.W.F. WELDED WIRE FABRIC

WD. WOOD

W.P. WORK POINT

W.I. WROUGHT IRON

W/O WITHOUT

W/ WITH

W. WIDTH

Y

YD. YARD

F

FAB. FABRICATE

FAS. FASTEN

F. GL. FIBER GLASS

FIN. FINISH

F.F. FINISH FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.H.C. FIRE HOSE CABINET

F.H.R. FIRE HOSE RACK

F. PRF. FIRE PROOFING

FLG. FLASHING

F.H.S. FLAT HEAD SCREW

FLR. FLOOR

F.D. FLOOR DRAIN

FL. MTD. FLOOR MOUNTED

FT. FOOT

FDN. FOUNDATION

FUT. FUTURE

F.R.P. FIBERGLASS

REINFORCED PANEL

M

MFR. MANUFACTURER

MRB. MARBLE

MAS. MASONRY

M.O. MASONRY OPENING

MAX. MAXIMUM

MEMB. MEMBRANE

MTL. METAL

MTL. DK. METAL DECK

MTL. L. METAL LATH

M. METER

MEZZ. MEZZANINE

MM. MILLIMETER

MLWK. MILLWORK

MIN. MINIMUM

MISC. MISCELLANEOUS

MOD. MODULE

MLDG. MOULDING

MTG. MOUNTING

MULL. MULLION

S

SAF. GL. SAFETY GLASS

S.N.D. ESANITARY NAPKIN

DISPENSER

SCHED. SCHEDULE

SLNT. SEALANT

SMLS. SEAMLESS

SECT. SECTION

SEP. SEPARATE

SERV. SERVICE

S.S. SERVICE SINK

SHWR. SHOWER

SH. SHEET

SIM. SIMILAR

S.C. SOLID CORE

SPCL. SPECIAL

SPEC. SPECIFICATION

SQ. SQUARE

S. STL. STAINLESS STEEL

STD. STANDARD

STL. STEEL

S.D. STORM DRAIN

STRUC. STRUCTURAL

STRUCT. STRUCTURAL

SURF. SURFACE

SUSP. SUSPEND

SUSP. CLG. SUSPENDED CEILING

G

GAL. GALLON

GALV. GALVANIZED

GA. GAUGE

GL. GLASS

GR. GRADE

GRAN. GRANITE

GYP. BD. GYPSUM BOARD

GYP. PLAS. GYPSUM PLASTER

LB POUND

CEILING HEIGHT REFERENCE

GENERAL SYMBOL LEGEND

XXX

E

D

C

B

A x x.x x x.x xx

X'-XX"

ENLARGED DETAIL REFERENCE

PROJECT PLAN NORTH ARROW

DOOR DESIGNATION

(ABOVE FINISH FLOOR)

FINISH KEY DESIGNATION

STRUCTURAL COLUMN CENTER LINES

PROPERTY LINES, BOUNDARY LINES

REFERENCE OR LEVEL LINE

COLUMN REFERENCE GRIDS

BUILDING SECTION

NOTE KEY DESIGNATIONS

PARTITION TYPE

DETAIL SECTION

MATCH LINE

BREAK LINE

ROOM/SPACE NUMBER

EXTERIOR ELEVATION

INTERIOR ELEVATION

REVISION CLOUD

REVISION TAG

KEY

XX

X

XXX

WALL SECTION

XXX

XXX

xx'-xx" xxxx

ABV. ABOVE

A.F.F. ABOVE FINISHED

FLOOR

A.D. ACCESS DOOR

AC. BD. ACOUSTICAL BOARD

AC. CLG. ACOUSTICAL CEILING

AC.T. ACOUSTICAL TILE

ADJ. ADJUSTABLE

AG. AGGREGATE

ALT. ALTERNATE

AL. ALUMINUM

ANCH. ANCHOR

A.B. ANCHOR BOLT

ANOD. ANODIZED

ARCH. ARCHITECT

ASPH. ASPHALT

ASSY. ASSEMBLY

BSMT. BASEMENT

BM. BEAM

B.M. BENCH MARK

BTWN. BETWEEN

BIT. BITUMINOUS

BLK. BLOCK

BLKG. BLOCKING

BK. BRICK

BLDG. BUILDING

B.U.R. BUILT-UP ROOFING

CAB. CABINET

CPT. CARPET

C.I.P. CAST-IN PLACE

C.I. CAST IRON

CLG. CEILING

CEM. CEMENT

CTR. CENTER

C.L. CENTER LINE

CER. CERAMIC

C.T. CERAMIC TILE

CLO. CLOSET

COL. COLUMN

CONC. CONCRETE

C.M.U. CONCRETE

MASONRY UNIT

CONST. CONSTRUCTION

C. JT. CONTROL JOINT

CONT. CONTINUOUS

CSK. COUNTERSUNK

CU. FT. CUBIC FOOT

DP. DAMPPROOFING

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DN. DOWN

DWG. DRAWING

D.F. DRINKING FOUNTAIN

DW. DRYWALL

D. DEPTH

EA. EACH

ELAS. ELASTIC

E.D.F. ELECTRIC DRINKING

FOUNTAIN

EL. ELEVATION

ELEV. ELEVATOR

ENCL. ENCLOSURE

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

EXP. EXPANSION

EXP. ANCH. EXPANSION ANCHOR

EXP. BLT. EXPANSION BOLT

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

H

HDW. HARDWARE

HD. HEAD

HT. HEIGHT

H. PT. HIGH POINT

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.B. HOSE BIBB

HR. HOUR

I

IN. INCH

INCL. INCLUDE

INSUL. INSULATION

INT. INTERIOR

I.D. INSIDE DIAMETER

INTG. INTEGRAL

J

JT. JOINT

JST. JOIST

K

K. PL. KICK PLATE

KO. KNOCKOUT

KW. KILOWATT

L

LBL. LABEL

L.B. LAG BOLT

LAM. LAMINATE

LAV. LAVATORY

LT. LIGHT

LT. WT. LIGHT WEIGHT

L.W.C. LIGHT WEIGHT

CONCRETE

LMS. LIMESTONE

L.F. LINEAR FEET

LNTL. LINTEL

LG. LONG

LVR. LOUVER

L. PT. LOW POINT

L. LENGTH

N

NAT. NATURAL

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

OP. HD. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OA. OVERALL

OVHD. OVERHEAD

OZ. OUNCE

OXY. OXYGEN

P

PTD. PAINTED

PR. PAIR

PT. PAINT

PNL. PANEL

P.T.D. PAPER TOWEL

DISPENSER

PART. BD. PARTICLE BOARD

PART. PARTITION

PC. PIECE

PLAS. PLASTER

PL. PLASTIC

PL. LAM. PLASTIC LAMINATE

PLT. PLATE

P.W. PLYWOOD

PNT. POINT

POL. POLISHED

PVC POLYVINYL CHLORIDE

P.C. PORTLAND CEMENT

PRCST. PRECAST

PROP. PROPERTY

P.S.I. POUND PER SQUARE

INCH

Q

QTY. QUANTITY

Q.T. QUARRY TILE

R

RAB. RABBET

RAD. RADIUS

RE: REFER, REFERENCE

REFL. REFLECTED

REINF. REINFORCE

REQ. REQUIRED

REQD. REQUIRED

R.A. RETURN AIR

REV. REVISE, REVISION

R.O.W. RIGHT OF WAY

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

R.O. ROUGH OPENING

RUB. RUBBER

T

TEL. TELEPHONE

TEMP. TEMPERED

T.C. TERRA COTTA

TERR. TERRAZZO

THK. THICKNESS

THD. THREAD

THRESH. THRESHOLD

T. ACC. TOILET ACCESSORY

T.P.D. TOILET PAPER

DISPENSER

T.O.C. TOP OF CURB

T.O.S. TOP OF SLAB

T.O.STL. TOP OF STEEL

T.B. TOWEL BAR

TRAV. TRAVERTINE

T.D. TREAD

TYP. TYPICAL

TLT. TOILET

U

U.C. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES INC.

UR. URINAL

U.N.O. UNLESS NOTED

OTHERWISE

V

VAC. VACUUM

V.B. VAPOR BARRIER

VAR. VARIES

VERT. VERTICAL

V.W.C. VINYL WALL COVERING

V.C.T. VINYL COMPOSITION

TILE

VNR. VENEER

W

W.T.W. WALL TO WALL

W.H. WALL HUNG

W.C. WATER CLOSET

WP. WATER PROOFING

WND. WINDOW

W.W.F. WELDED WIRE FABRIC

WD. WOOD

W.P. WORK POINT

W.I. WROUGHT IRON

W/O WITHOUT

W/ WITH

W. WIDTH

Y

YD. YARD

F

FAB. FABRICATE

FAS. FASTEN

F. GL. FIBER GLASS

FIN. FINISH

F.F. FINISH FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.H.C. FIRE HOSE CABINET

F.H.R. FIRE HOSE RACK

F. PRF. FIRE PROOFING

FLG. FLASHING

F.H.S. FLAT HEAD SCREW

FLR. FLOOR

F.D. FLOOR DRAIN

FL. MTD. FLOOR MOUNTED

FT. FOOT

FDN. FOUNDATION

FUT. FUTURE

F.R.P. FIBERGLASS

REINFORCED PANEL

M

MFR. MANUFACTURER

MRB. MARBLE

MAS. MASONRY

M.O. MASONRY OPENING

MAX. MAXIMUM

MEMB. MEMBRANE

MTL. METAL

MTL. DK. METAL DECK

MTL. L. METAL LATH

M. METER

MEZZ. MEZZANINE

MM. MILLIMETER

MLWK. MILLWORK

MIN. MINIMUM

MISC. MISCELLANEOUS

MOD. MODULE

MLDG. MOULDING

MTG. MOUNTING

MULL. MULLION

S

SAF. GL. SAFETY GLASS

S.N.D. ESANITARY NAPKIN

DISPENSER

SCHED. SCHEDULE

SLNT. SEALANT

SMLS. SEAMLESS

SECT. SECTION

SEP. SEPARATE

SERV. SERVICE

S.S. SERVICE SINK

SHWR. SHOWER

SH. SHEET

SIM. SIMILAR

S.C. SOLID CORE

SPCL. SPECIAL

SPEC. SPECIFICATION

SQ. SQUARE

S. STL. STAINLESS STEEL

STD. STANDARD

STL. STEEL

S.D. STORM DRAIN

STRUC. STRUCTURAL

STRUCT. STRUCTURAL

SURF. SURFACE

SUSP. SUSPEND

SUSP. CLG. SUSPENDED CEILING

G

GAL. GALLON

GALV. GALVANIZED

GA. GAUGE

GL. GLASS

GR. GRADE

GRAN. GRANITE

GYP. BD. GYPSUM BOARD

GYP. PLAS. GYPSUM PLASTER

LB POUND

CEILING HEIGHT REFERENCE

XXX

E

D

C

B

A x x.x x x.x xx

X'-XX"

ENLARGED DETAIL REFERENCE

PROJECT PLAN NORTH ARROW

DOOR DESIGNATION

(ABOVE FINISH FLOOR)

FINISH KEY DESIGNATION

STRUCTURAL COLUMN CENTER LINES

PROPERTY LINES, BOUNDARY LINES

REFERENCE OR LEVEL LINE

COLUMN REFERENCE GRIDS

BUILDING SECTION

NOTE KEY DESIGNATIONS

PARTITION TYPE

DETAIL SECTION

MATCH LINE

BREAK LINE

ROOM/SPACE NUMBER

EXTERIOR ELEVATION

INTERIOR ELEVATION

REVISION CLOUD

REVISION TAG

KEY

XX

X

XXX

WALL SECTION

XXX

XXX

xx'-xx" xxxx

ABV. ABOVE

A.F.F. ABOVE FINISHED

FLOOR

A.D. ACCESS DOOR

AC. BD. ACOUSTICAL BOARD

AC. CLG. ACOUSTICAL CEILING

AC.T. ACOUSTICAL TILE

ADJ. ADJUSTABLE

AG. AGGREGATE

ALT. ALTERNATE

AL. ALUMINUM

ANCH. ANCHOR

A.B. ANCHOR BOLT

ANOD. ANODIZED

ARCH. ARCHITECT

ASPH. ASPHALT

ASSY. ASSEMBLY

BSMT. BASEMENT

BM. BEAM

B.M. BENCH MARK

BTWN. BETWEEN

BIT. BITUMINOUS

BLK. BLOCK

BLKG. BLOCKING

BK. BRICK

BLDG. BUILDING

B.U.R. BUILT-UP ROOFING

CAB. CABINET

CPT. CARPET

C.I.P. CAST-IN PLACE

C.I. CAST IRON

CLG. CEILING

CEM. CEMENT

CTR. CENTER

C.L. CENTER LINE

CER. CERAMIC

C.T. CERAMIC TILE

CLO. CLOSET

COL. COLUMN

CONC. CONCRETE

C.M.U. CONCRETE

MASONRY UNIT

CONST. CONSTRUCTION

C. JT. CONTROL JOINT

CONT. CONTINUOUS

CSK. COUNTERSUNK

CU. FT. CUBIC FOOT

DP. DAMPPROOFING

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DN. DOWN

DWG. DRAWING

D.F. DRINKING FOUNTAIN

DW. DRYWALL

D. DEPTH

EA. EACH

ELAS. ELASTIC

E.D.F. ELECTRIC DRINKING

FOUNTAIN

EL. ELEVATION

ELEV. ELEVATOR

ENCL. ENCLOSURE

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

EXP. EXPANSION

EXP. ANCH. EXPANSION ANCHOR

EXP. BLT. EXPANSION BOLT

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

H

HDW. HARDWARE

HD. HEAD

HT. HEIGHT

H. PT. HIGH POINT

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.B. HOSE BIBB

HR. HOUR

I

IN. INCH

INCL. INCLUDE

INSUL. INSULATION

INT. INTERIOR

I.D. INSIDE DIAMETER

INTG. INTEGRAL

J

JT. JOINT

JST. JOIST

K

K. PL. KICK PLATE

KO. KNOCKOUT

KW. KILOWATT

L

LBL. LABEL

L.B. LAG BOLT

LAM. LAMINATE

LAV. LAVATORY

LT. LIGHT

LT. WT. LIGHT WEIGHT

L.W.C. LIGHT WEIGHT

CONCRETE

LMS. LIMESTONE

L.F. LINEAR FEET

LNTL. LINTEL

LG. LONG

LVR. LOUVER

L. PT. LOW POINT

L. LENGTH

N

NAT. NATURAL

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

OP. HD. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OA. OVERALL

OVHD. OVERHEAD

OZ. OUNCE

OXY. OXYGEN

P

PTD. PAINTED

PR. PAIR

PT. PAINT

PNL. PANEL

P.T.D. PAPER TOWEL

DISPENSER

PART. BD. PARTICLE BOARD

PART. PARTITION

PC. PIECE

PLAS. PLASTER

PL. PLASTIC

PL. LAM. PLASTIC LAMINATE

PLT. PLATE

P.W. PLYWOOD

PNT. POINT

POL. POLISHED

PVC POLYVINYL CHLORIDE

P.C. PORTLAND CEMENT

PRCST. PRECAST

PROP. PROPERTY

P.S.I. POUND PER SQUARE

INCH

Q

QTY. QUANTITY

Q.T. QUARRY TILE

R

RAB. RABBET

RAD. RADIUS

RE: REFER, REFERENCE

REFL. REFLECTED

REINF. REINFORCE

REQ. REQUIRED

REQD. REQUIRED

R.A. RETURN AIR

REV. REVISE, REVISION

R.O.W. RIGHT OF WAY

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

R.O. ROUGH OPENING

RUB. RUBBER

T

TEL. TELEPHONE

TEMP. TEMPERED

T.C. TERRA COTTA

TERR. TERRAZZO

THK. THICKNESS

THD. THREAD

THRESH. THRESHOLD

T. ACC. TOILET ACCESSORY

T.P.D. TOILET PAPER

DISPENSER

T.O.C. TOP OF CURB

T.O.S. TOP OF SLAB

T.O.STL. TOP OF STEEL

T.B. TOWEL BAR

TRAV. TRAVERTINE

T.D. TREAD

TYP. TYPICAL

TLT. TOILET

U

U.C. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES INC.

UR. URINAL

U.N.O. UNLESS NOTED

OTHERWISE

V

VAC. VACUUM

V.B. VAPOR BARRIER

VAR. VARIES

VERT. VERTICAL

V.W.C. VINYL WALL COVERING

V.C.T. VINYL COMPOSITION

TILE

VNR. VENEER

W

W.T.W. WALL TO WALL

W.H. WALL HUNG

W.C. WATER CLOSET

WP. WATER PROOFING

WND. WINDOW

W.W.F. WELDED WIRE FABRIC

WD. WOOD

W.P. WORK POINT

W.I. WROUGHT IRON

W/O WITHOUT

W/ WITH

W. WIDTH

Y

YD. YARD

F

FAB. FABRICATE

FAS. FASTEN

F. GL. FIBER GLASS

FIN. FINISH

F.F. FINISH FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.H.C. FIRE HOSE CABINET

F.H.R. FIRE HOSE RACK

F. PRF. FIRE PROOFING

FLG. FLASHING

F.H.S. FLAT HEAD SCREW

FLR. FLOOR

F.D. FLOOR DRAIN

FL. MTD. FLOOR MOUNTED

FT. FOOT

FDN. FOUNDATION

FUT. FUTURE

F.R.P. FIBERGLASS

REINFORCED PANEL

M

MFR. MANUFACTURER

MRB. MARBLE

MAS. MASONRY

M.O. MASONRY OPENING

MAX. MAXIMUM

MEMB. MEMBRANE

MTL. METAL

MTL. DK. METAL DECK

MTL. L. METAL LATH

M. METER

MEZZ. MEZZANINE

MM. MILLIMETER

MLWK. MILLWORK

MIN. MINIMUM

MISC. MISCELLANEOUS

MOD. MODULE

MLDG. MOULDING

MTG. MOUNTING

MULL. MULLION

S

SAF. GL. SAFETY GLASS

S.N.D. ESANITARY NAPKIN

DISPENSER

SCHED. SCHEDULE

SLNT. SEALANT

SMLS. SEAMLESS

SECT. SECTION

SEP. SEPARATE

SERV. SERVICE

S.S. SERVICE SINK

SHWR. SHOWER

SH. SHEET

SIM. SIMILAR

S.C. SOLID CORE

SPCL. SPECIAL

SPEC. SPECIFICATION

SQ. SQUARE

S. STL. STAINLESS STEEL

STD. STANDARD

STL. STEEL

S.D. STORM DRAIN

STRUC. STRUCTURAL

STRUCT. STRUCTURAL

SURF. SURFACE

SUSP. SUSPEND

SUSP. CLG. SUSPENDED CEILING

G

GAL. GALLON

GALV. GALVANIZED

GA. GAUGE

GL. GLASS

GR. GRADE

GRAN. GRANITE

GYP. BD. GYPSUM BOARD

GYP. PLAS. GYPSUM PLASTER

LB POUND

CEILING HEIGHT REFERENCE

XXX

E

D

C

B

A x x.x x x.x xx

X'-XX"

ENLARGED DETAIL REFERENCE

PROJECT PLAN NORTH ARROW

DOOR DESIGNATION

(ABOVE FINISH FLOOR)

FINISH KEY DESIGNATION

STRUCTURAL COLUMN CENTER LINES

PROPERTY LINES, BOUNDARY LINES

REFERENCE OR LEVEL LINE

COLUMN REFERENCE GRIDS

BUILDING SECTION

ENLARGED PLAN REFERENCE

NOTE KEY DESIGNATIONS

PARTITION TYPE

DETAIL SECTION

MATCH LINE

BREAK LINE

ROOM/SPACE NUMBER

EXTERIOR ELEVATION

INTERIOR ELEVATION

REVISION CLOUD

REVISION TAG

KEY

XX

X

XXX

WALL SECTION

XXX

PROJECT TRUE NORTH ARROW

XXX

xx'-xx" xxxx

ABV. ABOVE

A.F.F. ABOVE FINISHED

FLOOR

A.D. ACCESS DOOR

AC. BD. ACOUSTICAL BOARD

AC. CLG. ACOUSTICAL CEILING

AC.T. ACOUSTICAL TILE

ADJ. ADJUSTABLE

AG. AGGREGATE

ALT. ALTERNATE

AL. ALUMINUM

ANCH. ANCHOR

A.B. ANCHOR BOLT

ANOD. ANODIZED

ARCH. ARCHITECT

ASPH. ASPHALT

ASSY. ASSEMBLY

BSMT. BASEMENT

BM. BEAM

B.M. BENCH MARK

BTWN. BETWEEN

BIT. BITUMINOUS

BLK. BLOCK

BLKG. BLOCKING

BK. BRICK

BLDG. BUILDING

B.U.R. BUILT-UP ROOFING

CAB. CABINET

CPT. CARPET

C.I.P. CAST-IN PLACE

C.I. CAST IRON

CLG. CEILING

CEM. CEMENT

CTR. CENTER

C.L. CENTER LINE

CER. CERAMIC

C.T. CERAMIC TILE

CLO. CLOSET

COL. COLUMN

CONC. CONCRETE

C.M.U. CONCRETE

MASONRY UNIT

CONST. CONSTRUCTION

C. JT. CONTROL JOINT

CONT. CONTINUOUS

CSK. COUNTERSUNK

CU. FT. CUBIC FOOT

DP. DAMPPROOFING

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DN. DOWN

DWG. DRAWING

D.F. DRINKING FOUNTAIN

DW. DRYWALL

D. DEPTH

EA. EACH

ELAS. ELASTIC

E.D.F. ELECTRIC DRINKING

FOUNTAIN

EL. ELEVATION

ELEV. ELEVATOR

ENCL. ENCLOSURE

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

EXP. EXPANSION

EXP. ANCH. EXPANSION ANCHOR

EXP. BLT. EXPANSION BOLT

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

H

HDW. HARDWARE

HD. HEAD

HT. HEIGHT

H. PT. HIGH POINT

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.B. HOSE BIBB

HR. HOUR

I

IN. INCH

INCL. INCLUDE

INSUL. INSULATION

INT. INTERIOR

I.D. INSIDE DIAMETER

INTG. INTEGRAL

J

JT. JOINT

JST. JOIST

K

K. PL. KICK PLATE

KO. KNOCKOUT

KW. KILOWATT

L

LBL. LABEL

L.B. LAG BOLT

LAM. LAMINATE

LAV. LAVATORY

LT. LIGHT

LT. WT. LIGHT WEIGHT

L.W.C. LIGHT WEIGHT

CONCRETE

LMS. LIMESTONE

L.F. LINEAR FEET

LNTL. LINTEL

LG. LONG

LVR. LOUVER

L. PT. LOW POINT

L. LENGTH

N

NAT. NATURAL

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

OP. HD. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OA. OVERALL

OVHD. OVERHEAD

OZ. OUNCE

OXY. OXYGEN

P

PTD. PAINTED

PR. PAIR

PT. PAINT

PNL. PANEL

P.T.D. PAPER TOWEL

DISPENSER

PART. BD. PARTICLE BOARD

PART. PARTITION

PC. PIECE

PLAS. PLASTER

PL. PLASTIC

PL. LAM. PLASTIC LAMINATE

PLT. PLATE

P.W. PLYWOOD

PNT. POINT

POL. POLISHED

PVC POLYVINYL CHLORIDE

P.C. PORTLAND CEMENT

PRCST. PRECAST

PROP. PROPERTY

P.S.I. POUND PER SQUARE

INCH

Q

QTY. QUANTITY

Q.T. QUARRY TILE

R

RAB. RABBET

RAD. RADIUS

RE: REFER, REFERENCE

REFL. REFLECTED

REINF. REINFORCE

REQ. REQUIRED

REQD. REQUIRED

R.A. RETURN AIR

REV. REVISE, REVISION

R.O.W. RIGHT OF WAY

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

R.O. ROUGH OPENING

RUB. RUBBER

T

TEL. TELEPHONE

TEMP. TEMPERED

T.C. TERRA COTTA

TERR. TERRAZZO

THK. THICKNESS

THD. THREAD

THRESH. THRESHOLD

T. ACC. TOILET ACCESSORY

T.P.D. TOILET PAPER

DISPENSER

T.O.C. TOP OF CURB

T.O.S. TOP OF SLAB

T.O.STL. TOP OF STEEL

T.B. TOWEL BAR

TRAV. TRAVERTINE

T.D. TREAD

TYP. TYPICAL

TLT. TOILET

U

U.C. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES INC.

UR. URINAL

U.N.O. UNLESS NOTED

OTHERWISE

V

VAC. VACUUM

V.B. VAPOR BARRIER

VAR. VARIES

VERT. VERTICAL

V.W.C. VINYL WALL COVERING

V.C.T. VINYL COMPOSITION

TILE

VNR. VENEER

W

W.T.W. WALL TO WALL

W.H. WALL HUNG

W.C. WATER CLOSET

WP. WATER PROOFING

WND. WINDOW

W.W.F. WELDED WIRE FABRIC

WD. WOOD

W.P. WORK POINT

W.I. WROUGHT IRON

W/O WITHOUT

W/ WITH

W. WIDTH

Y

YD. YARD

F

FAB. FABRICATE

FAS. FASTEN

F. GL. FIBER GLASS

FIN. FINISH

F.F. FINISH FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.H.C. FIRE HOSE CABINET

F.H.R. FIRE HOSE RACK

F. PRF. FIRE PROOFING

FLG. FLASHING

F.H.S. FLAT HEAD SCREW

FLR. FLOOR

F.D. FLOOR DRAIN

FL. MTD. FLOOR MOUNTED

FT. FOOT

FDN. FOUNDATION

FUT. FUTURE

F.R.P. FIBERGLASS

REINFORCED PANEL

M

MFR. MANUFACTURER

MRB. MARBLE

MAS. MASONRY

M.O. MASONRY OPENING

MAX. MAXIMUM

MEMB. MEMBRANE

MTL. METAL

MTL. DK. METAL DECK

MTL. L. METAL LATH

M. METER

MEZZ. MEZZANINE

MM. MILLIMETER

MLWK. MILLWORK

MIN. MINIMUM

MISC. MISCELLANEOUS

MOD. MODULE

MLDG. MOULDING

MTG. MOUNTING

MULL. MULLION

S

SAF. GL. SAFETY GLASS

S.N.D. ESANITARY NAPKIN

DISPENSER

SCHED. SCHEDULE

SLNT. SEALANT

SMLS. SEAMLESS

SECT. SECTION

SEP. SEPARATE

SERV. SERVICE

S.S. SERVICE SINK

SHWR. SHOWER

SH. SHEET

SIM. SIMILAR

S.C. SOLID CORE

SPCL. SPECIAL

SPEC. SPECIFICATION

SQ. SQUARE

S. STL. STAINLESS STEEL

STD. STANDARD

STL. STEEL

S.D. STORM DRAIN

STRUC. STRUCTURAL

STRUCT. STRUCTURAL

SURF. SURFACE

SUSP. SUSPEND

SUSP. CLG. SUSPENDED CEILING

G

GAL. GALLON

GALV. GALVANIZED

GA. GAUGE

GL. GLASS

GR. GRADE

GRAN. GRANITE

GYP. BD. GYPSUM BOARD

GYP. PLAS. GYPSUM PLASTER

LB POUND

CEILING HEIGHT REFERENCE

WINDOW DESIGNATION XXX

GENERAL PROJECT NOTES

2.

4.

5.

6.

7.

10.

12.

13.

14.

15.

DO NOT SCALE OFF THE DRAWINGS. DIMENSIONS SHALL GOVERN.

PATCH AND SEAL ALL PENETRATIONS THROUGH THE FLOOR TO COMPLY WITH APPLICABLE BUILDING CODES.

RECESSED CEILING FIXTURES, APPURTENANCES, ACCESSORIES, SPRINKLER HEADS, AND OTHER SIMILIAR ITEMS SHALL BE

CENTERED IN CEILING TILE OR GYP BD.. PANEL, U.N.O.

ALL FASTENINGS AND ATTACHMENTS SHALL BE FULLY CONCEALED FROM VIEW.

ALL FLOOR FINISH CHANGES TO OCCUR UNDER DOORS IN THEIR CLOSED POSITION.

'TYPICAL' MEANS THE REFERENCED DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS U.N.O.

TWO OR MORE LIGHT SWITCHES IN THE SAME LOCATION SHALL BE GANGED TOGETHER WITH A SINGLE COVER PLATE

COMPLY WITH REQUIREMENTS OF ALL RATED ASSEMBLIES NOTED PER UL DESIGNATION AND WITH LOCAL AND STATE CODES.

FIRE PROTECTION AND FIRE ALARM SYSTEMS TO BE PERMITTED SEPARATELY BY CONTRACTOR IN ACCORDANCE WITH LOCAL

AND STATE CODES.

PER IBC SECTION 107.3.4.1, DOCUMENTS FOR DEFERRED SUBMITAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED

DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING

OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMETNS HAVE BEEN REVIEWED AND FOUND

TO BE IN GNEERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE

INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE

FOLLOWING LIST INCLUDES DEFERRED SUBMITTAL ITEMS IN THE SCOPE OF THIS PROJECT, WHICH SHALL BE ENGINEERED BY

THE GENERAL CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE CODES AND SUBMITTED TO THE REGISTERED DESIGN

PROFESSIONAL IN RESPONSIBLE CHARGE FOR REVIEW, AND SHALL BE REVIEWED FOR PERMIT AND INSPECTED DURING

CONSTRUCTION BY THE BUILDING OFFICIAL:

A. .

B. .

C. .

ALL MATERIALS USED WITHIN CONCEALED SPACES, (I.E.. CAVITIES OF WALLS, PARTITIONS, CEILINGS AND SHAFTS) SHALL

QUALIFY AS NONCOMBUSTIBLE, AS DEFINED BY THE LOCAL BUILDING CODE OR HAVE A MAXIMUM FLAME SPREAD RATING

OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50 WHEN TESTED AND LISTED IN ACCORDANCE WITH ASTM E84.

MATERIALS ENCASED CONCRETE OR MASONRY WITH 2" MIN. COVER OR MATERIALS LOCATED IN NONCOMBUSTIBLE

ENCLOSURES DO NOT HAVE TO COMPLY WITH THESE QUALIFICATIONS.

11. THE CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL ITEMS SHOWN ON THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. ALL ITEMS INDICATED ON ANY DRAWING ARE TO BE IN GENERAL CONTRACTOR'S

SCOPE OF WORK.

9. ALL WOOD USED AS BLOCKING OR BRACING SHALL BE FIRE-RETARDANT TREATED AS REQUIRED BY CODE. CONTRACTOR IS

RESPONSIBLE TO PROVIDE ALL NECESSARY BLOCKING TO ACCOMMODATE INTERIOR FINISHES AND EQUIPMENT AS

DESCRIBED IN THE CONTRACT DOCUMENTS.

8. FLOOR TOLERANCE: IN LAYING OUT AND DETAILING THE WORK TO BE COMPLETED, CONSIDERATION SHALL BE GIVEN TO

VARIATIONS IN THE FLOOR LEVELNESS RESULTING FROM CONSTRUCTION QUALITY AND LIVE AND DEAD LOADS IMPOSED ON

THE STRUCTURE. FIELD VERIFICATIONS SHALL BE MADE OF CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES.

ALIGNMENT OF DOOR HEADS AND ALL OTHER HORIZONTAL ELEMENTS SHALL BE MAINTAINED AT A CONSTANT LEVEL AND

SHALL NOT FOLLOW VARIATIONS IN FLOOR PLANE. LEVEL FLOOR AS REQUIRED USING APPROVED LEVELING COMPOUND.

3. ALL EXPOSED GYPSUM BOARD CORNERS SHALL HAVE CONTINUOUS SCREW ATTACHED METAL CORNER BEADS FLOOR TO

CEILING. ALL EXPOSED GYPSUM BOARD EDGES SHALL HAVE METAL 'L' BEADS CONTINUOUS.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND CONDITIONS OF CONTRACT

DOCUMENTS PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH THE WORK. THE CONTRACTOR IS TO NOTIFY THE

ARCHITECT OF ALL DISCREPANCIES OR QUESTIONS AND OBTAIN REQUIRED CLARIFICATION PRIOR TO PROCEEDING WITH THE

WORK.

16.

SHEET INDEX

Sheet

Number Sheet Name

Current Revision

# Date Description

00 - COVER

A0.00 COVER

A0.10 GENERAL INFORMATION

A0.30 ADA DETAILS

A0.40 LIFE SAFETY PLAN

03 - ARCHITECTURE

A2.01 DEMO & NEW FLOOR PLAN - LEVEL 3

A2.20 EQUIPMENT PLAN - LEVEL 3

A2.21 DEMO & NEW RCP - LEVEL 3

A2.31 FINISH FLOOR PLAN - LEVEL 3

A2.91 NEW POWER PLAN - LEVEL 3

A7.00 INTERIOR ELEVATIONS

05 - STRUCTURAL

S1.00 STRUCTURAL NOTES

S2.00 STRUCTURAL PLANS

S3.00 STRUCTURAL DETAILS

07 - MECHANICAL

M0.00 MECHANICAL COVER SHEET

M2.01 MECHANICAL PLANS

M3.00 MECHANICAL SCHEDULES AND DETAILS

08 - ELECTRICAL

E0.00 ELECTRICAL COVER SHEET

E2.00 ELECTRICAL OVERALL PLAN

E2.01 ELECTRICAL PLANS

E3.00 ELECTRICAL SCHEDULES

E4.00 ELECTRICAL DETAILS

09 - PLUMBING

P0.00 PLUMBING COVER SHEET

P2.01 PLUMBING PLAN

10 - TECHNOLOGY

T0.00 TECHNOLOGY COVER SHEET

T2.00 TECHNOLOGY OVERALL PLAN

T2.01 TECHNOLOGY PLAN

GRAND TOTAL: 26

H W

Y-

DOWNTOWN

HOUSTON

THE

WOODLANDS

HWY-59

PROJECT

LOCATION

AT

T S

XETE FO

S A

C O R

Y L

.PORT

E R

2428 9

R E G

IS

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RED ARCH

ITE

C T

AT

T S

XETE FO

S A

C O R

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.PORT

E R

2428 9

R E G

IS

TE

RED ARCH

ITE

C T

AT

T S

XETE FO

S A

C O R

Y L

.PORT

E R

2428 9

R E G

IS

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RED ARCH

ITE

C T

ISSUES

REVISIONS

DescriptionDateNo.

520 Post Oak Boulevard

Suite 880

Houston TX 77027

713-850-1733 www.brownemcgregor.com

© COPYRIGHT

07/22/2025

Sheet No.:

Sheet Name

Phase:

Date:

Job No.:

OWNER:

07/22/202507/22/2025

Checked by:

Drawn by:

Browne McGregor

Architects, Inc.

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2525 HOLLEY HALL ST.

HOUSTON, TX 77054-4124

HARRIS COUNTY HOSPITAL

DISTRICT

D.D.

GENERAL

INFORMATION

B e n T a u b L o o p H o u st o n

T X

Checker Author

BUILDING CONSTRUCTION ANALYSIS

ZONING

TDLR #

APPLICABLE

CODES

Building Code:

Mechanical Code:

Plumbing Code:

Electrical Code:

Energy Code:

Fire Code:

Accessibility:

TYPE OF WORK NEW CONSTRUCTION RENOVATION/ ALTERATION ADDITION

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2023 NATIONAL ELECTRIC CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

TEXAS ACCESSIBILITY STANDARDS, MARCH 15th, 2012.

TABS000000000000

X

T.I. BUILD-OUT CODE ANALYSIS -

EXISTING BUILDING

OCCUPANCY TYPE: B

CONSTRUCTION TYPE: TYPE II-B: NON-COMBUSTIBLE, STEEL

FRAMED BUILDING WITH NON-BEARING

WALLS, UNCHANGED BY THIS PROJECT

HEIGHT ABOVE GROUND (ALLOWED): 75'-0"; AS PER TABLE 503

HEIGHT ABOVE GROUND (ACTUAL): 25'-8"; UNCHANGED BY THIS PROJECT

NUMBER OF STORIES (ALLOWED): 4 STORIES

NUMBER OF STORIES (ACTUAL): 1 STORY; UNCHANGED BY THIS PROJECT

BUILDING SQUARE FOOTAGE (ALLOWED): SF

BUILDING SQUARE FOOTAGE (ACTUAL): SF; UNCHANGED BY THIS PROJECT

TRUE

NORTH

PLAN

NORTH

TRUE

NORTH

PLAN

NORTH

CHAPTER 3: BUILDING BLOCKS

302 FLOOR OR GROUND SURFACES

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

EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303.

1/ 2"

M

AX

FIGURE 302.2 CARPET PILE HEIGHT

302.3 OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2

INCH (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.

DOMINANT DIRECTION OF TRAVEL

LONG DIMENSION PERPENDICULAR

TO DOMINANT DIRECTION OF TRAVEL

1/2" MAX

FIGURE 302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES

303.2 VERTICAL. CHANGES IN LEVEL OF ¼ INCH (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL.

1/ 4"

M

AX

FIGURE 303.2 VERTICAL CHANGE IN LEVEL

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 THAN 1:2.

FIGURE 303.3 BEVELED CHANGE IN LEVEL

1/4" MAX

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 WITHIN 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

OBSTRUCTIONS 12 INCHES (305 MM) MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24

INCHES (610 MM) 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.

60 MIN

M

IN

M

IN

12" MIN

36" MIN

12" MIN

M

IN

BASE

A R

M

A R

M

FIGURE 304.3.2 T-SHAPED TURNING SPACE

48" MIN

M

IN

FIGURE 305.3 CLEAR FLOOR OR GROUND SPACE

M

IN

30 MIN

(A)

FORWARD

M

IN

48 MIN

(B)

PARALLEL

FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE

305.7.1 FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES (915 MM)WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24

INCHES (610 MM).

60 MIN

X>

36 MIN

FIGURE 305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH

305.7.2 PARALLEL APPROACH. ALCOVES SHALL BE 60 INCHES (1525 MM) WIDE MINIMUM WHERE THE DEPTH

EXCEEDS 15 INCHES (380 MM).

X>

FIGURE 305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH

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.

FIGURE 306.2 TOE CLEARANCE

(A)

ELEVATION

(B)

PLAN

6" MAX

9 30 M

IN

17-25

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

OR GROUND.

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.

(A)

ELEVATION

11 MIN

M

IN

25 MAX

M

IN 9

M

IN

8 MIN

(B)

PLAN

FIGURE 306.3 KNEE CLEARANCE

307 PROTRUDING OBJECTS

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.

X≥

X>

4 MAX

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.

7-

12 MAX

12 MAX

M

INX>12

X>12

M

AX

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.

X<

M

AX

FIGURE 307.4 VERTICAL CLEARANCE

308 REACH RANGES

CHILDREN'S REACH RANGES

HIGH (MAXIMUM) LOW (MINIMUM)FORWARD OR SIDE REACH

AGES 3 AND 4

AGES 5 THROUGH 8

AGES 9 THROUGH 12

36 IN (915 MM)

40 IN (1015 MM)

44 IN (1120 MM)

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.

M

IN

M

AX

FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH

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.

20 MAX >20-25 MAX

M

AX

M

AX

(A) (B)

FIGURE 308.3.1 UNOBSTRUCTED SIDE 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.

10 MAX

M

IN

M

AX

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.

M

AX

10 MAX

M

AX

M

AX

M

AX

>10-24 MAX

(A) (B)

FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH

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 SLOPES 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 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.

24 MAX 48 MIN 24 MAX

M

IN

M

IN

M

IN

M

IN

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.

M

IN

42 MIN

X<48

42 MIN 36 MIN

X<48

36 MIN

M

IN

(A)

180 DEGREE TURN

(B)

180 DEGREE TURN

(EXCEPTION)

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.

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).

32 MIN 32 MIN 32 MIN

90°

(A)

HINGED DOOR

(B)

SLIDING DOOR

(C)

FOLDING DOOR

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.

M

IN 18 MIN

X>

X> 8 48

M

IN

X>

12 MIN

M

IN

(A)

PULL SIDE

(B)

PUSH SIDE

(C)

PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

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.

48 MIN 48 MIN

48 MIN

(A) (B)

(C)

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.

404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN

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 FOR 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 DOOR AND GATE SURFACES. SWINGING DOOR 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 INCHES (915 MM) MINIMUM.

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.

LANDING RAMP RUN LANDING

RAMP

RUN

LANDING

R A

M P

R U

N

60 MIN 60 MIN 60 MIN

M

IN

AS

R

AM

P

RU

N

AT

L

EA

ST

A S

W

ID

E

(A)

STRAIGHT

(B)

CHANGE IN DIRECTION

FIGURE 405.7 RAMP LANDINGS

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.

12 MIN 12 MIN

FIGURE 405.9.1 EXTENDED FLOOR OR GROUND SURFACE EDGE PROTECTION

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.

X<

FIGURE 405.9.2 CURB OR BARRIER EDGE PROTECTION

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.

CURB RAMP SLOPE

ADJOINING SURFACE

MAXIMUM SLOPE

FIGURE 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS

406.3 SIDES OF CURB RAMPS. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10.

FLARED SIDES 1:10 MAX SLOPE

SLOPESLOPE

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.

M

IN

AS CURB RAMP

AT LEAST AS WIDE

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.

24 M

IN

24 MIN

48 M

IN

FIGURE 406.6 DIAGONAL OR CORNER TYPE CURB RAMPS

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.

36 MIN

M

IN

(A)

CUT THROUGH AT ISLAND

(B)

CURB RAMP AT ISLAND

FIGURE 406.7 ISLANDS IN CROSSINGS

AT

T S

XETE FO

S A

C O R

Y L

.PORT

E R

2428 9

R E G

IS

TE

RED

ARCH

ITE

C T

AT

T S

XETE FO

S A

C O R

Y L

.PORT

E R

2428 9

R E G

IS

TE

RED

ARCH

ITE

C T

AT

T S

XETE FO

S A

C O R

Y L

.PORT

E R

2428 9

R E G

IS

TE

RED

ARCH

ITE

C T

ISSUES

REVISIONS

DescriptionDateNo.

520 Post Oak Boulevard

Suite 880

Houston TX 77027

713-850-1733 www.brownemcgregor.com

© COPYRIGHT

07/22/2025

Sheet No.:

Sheet Name

Phase:

Date:

Job No.:

OWNER:

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Checked by:

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Browne McGregor

Architects, Inc.

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2525 HOLLEY HALL ST.

HOUSTON, TX 77054-4124

HARRIS COUNTY HOSPITAL

DISTRICT

D.D.

ADA DETAILS

B e n T a u b L o o p H o u st o n

T X

Checker Author

21.5

G H Ix K

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HH II JJ KK KK.3

7.1

33.9

32.9

32.1

31.1

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2 2 2

2 2

4' Desk w hutch 4' Desk w hutch 4' Desk w hutch

4' Desk w hutch 4' Desk w hutch 4' Desk w hutch

4' D es k w h ut ch

4' D es k w h ut ch

AKT AKT AKT

AKT AKT AKT

A K

T A

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Printer

Lg Directory

FEC

PYXIS

FEC

FEC

FECAED

CR

CR

CR

CR

CR

CR

CR

CR

AED

CR

FEC

CR

CR

CR

CR

CR

CR

CR

FEC

ELEV. 4ELEV. 3ELEV. 2

IDF SOUTH ELECT SOUTH

MECH SOUTH

MDF

MECH NORTH

IDF ELECT NORTH

ELEV 1

ELEVS.

2,3,4

STAIR G

STAIR C

STAIR A

TEAM RM. D EXAM 34 EXAM 35 ASSESS. E

POC TESTING

EXAM 33

CORRIDOR

NURSE STA. E

TEAM RM. C

NURSE STA. D

CLEAN

SUPPLY SOILED

UTILITY

NURSE

EDUCATORS

CORRIDOR

CORR.

EXAM 32

EXAM 31

EXAM 30

TREATMENT ATREATMENT B

PT. TLT.

ST. TLT.

PT. TLT.

ST. TLT.

EXAM 37

EXAM 36

EXAM 38

ASSESS. CASSESS. D

CORR.

CORR.

EXAM 26

EXAM 27

EXAM 28

EXAM 29

WAITING

PHYS. OFC.

OFFICE

OFFICE

NURSE MGR.

SURGERY

INFO. DESK

ELEV.

LOBBY

WORK RM.

EXAM 25 TEAM RM./

MICROSCOPE EXAM 39

EXAM 40

M. RESTRM.

CORR.

STR. PARK

EQUIP.

ST. LOUNGE

ST. LKRS.

HOUSEKEEPINGSTORAGE

ST. TLT.

ST. TLT.

W. RESTRM.

CORR.

EXAM 24EXAM 23

PT. TLT. CORR.

CORRIDOR

EXAM 22

EXAM 21

EXAM 20

NURSE STA. C

TEAM RM. B

NURSE STA. B EXAM 1

ASSESS. B

CORRIDOR

EXAM 19

EXAM 18

EXAM 17

EXAM 16

CLEAN

LINEN

PT. TLT.

STOR.

PT. TLT.

ST. TLT.

EXAM 3

CONSULT./

TOUCHDOWN

EXAM 2

EXAM 4

EXAM 5

(STRETCHER)

WAITING

EXAM 6

(STRETCHER)

ASSESS. A

CAST ROOM

STOR.

EXAM 15

SOILED

UTILITY

CLEAN

UTILITY

CONTROL

EXAM 10

CORRIDOR

TEAM RM. A

NURSE STA. A

GEN. RAD. RM. AGEN. RAD. RM. B

CORR.

EXAM 9

(STRETCHER)

EXAM 8

(STRETCHER)

EXAM 7

(STRETCHER)

EXAM 11

EXAM 12

EXAM 13

EXAM 14

CORRIDOR

CORR.

303 304

309 310

300-1

300-2

300-G

300-C

300-A

333 335 336 337

330C

330B

330A

343324

342A342B

320A

300L

318 301A

300H

300F

342C

351A

355354

300B

391392

393 350A

390A

357 358

350B

300D

363B

363A

300E

373C

360A

373A373B

370A

370B

380A

P A

T H

A

P A

T H

B

EXAMPLE

6' - 0"

254 SF

AREA

EXIT

EXIT

EXIT

SYMBOL LEGEND:

TYPICAL WALL- NEW

1 HOUR FIRE RATED WALL

2 HOUR FIRE RATED WALL

3 HOUR FIRE RATED WALL

SMOKE BARRIER WALL

ACCESSORY STOR, MECH

BUSINESS

ASSEMBLY WITHOUT FIXED

SEATS: UNCONCENTRATED

(tables & chairs)

EGRESS TRAVEL PATH

BUILDING EXIT (EXIT WIDTH)

FIRE EXTINGUISHER

EXIT

FEC

NUMBER OF EXITS AND EGRESS

TRAVEL DISTANCE UNCHANGED BY

THIS PROJECT

TRUE

NORTH

PLAN

NORTH

EGRESS TRAVEL PATH

TRAVEL PATH TRAVEL DISTANCE

PATH A 217' - 6"

PATH B 210' - 0"

SCALE: 1/16" = 1'-0"1

LIFE SAFETY FLOOR PLAN - LEVEL 3

AT

T S

XETE FO

S A

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.PORT

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2428 9

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XETE FO

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ISSUES

REVISIONS

DescriptionDateNo.

520 Post Oak Boulevard

Suite 880

Houston TX 77027

713-850-1733 www.brownemcgregor.com

© COPYRIGHT

07/22/2025

Sheet No.:

Sheet Name

Phase:

Date:

Job No.:

OWNER:

07/22/202507/22/2025

Checked by:

Drawn by:

Browne McGregor

Architects, Inc.

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7/24/2025 3:46:58 PM

07/22/2025 ISSUE FOR PERMIT & PRICING

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2525 HOLLEY HALL ST.

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