FRACTAL STRUCTURAL ENGINEERING

9722 GASTON RD, SUITE 150

KATY, TX 77494

CONTACT:OSCAR VALDEZ

TEL:(832) 404-2280

email:OSCAR.VALDEZ@FRACTALSTRUCTURAL.COM

STRUCTURAL

WYLIE ENGINEERING

1177 WEST LOOP SOUTH, SUITE 900

HOUSTON, TX 77027

CONTACT:LINCOLN PRENDERGAST

TEL:(713) 781-2526, EXT. 143

email:LPRENDERGAST@WYLIEENG.COM

MEP

HARRIS COUNTY HOSPITAL DISTRICT

2525 HOLLY HALL ST.

HOUSTON, TX 77054-4124

CONTACT:ERIC CORBETT

TEL:(346) 426-0623

email:ERIC.CORBETT@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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Scale

25047.00

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK BOULEVARD SUITE 880

HOUSTON, TX 77027

713-850-1733 www.brownemcgregor.com

COPYRIGHT 2025

A0.00

COVER

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12/18/2025

HHS QUENTIN MEASE HEALTH CENTER

BOILER REPLACEMENT

3061 N MACGREGOR WAY HOUSTON, TX 77004

12/18/2025 - ISSUE FOR PERMIT AND PRICING

No. Date Description

12/18/2025 ISSUE FOR PERMIT AND PRICING01

DRAWING INDEX

PROJECT LOCATION

VICINITY MAP

E

D

C

B

A x x.x x x.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

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

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

WALL SECTION

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

HDW. HARDWARE

HD. HEAD

HT. HEIGHT

H. PT. HIGH POINT

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.B. HOSE BIBB

HR. HOUR

IN. INCH

INCL. INCLUDE

INSUL. INSULATION

INT. INTERIOR

I.D. INSIDE DIAMETER

INTG. INTEGRAL

JT. JOINT

JST. JOIST

K. PL. KICK PLATE

KO. KNOCKOUT

KW. KILOWATT

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

NAT. NATURAL

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

OP. HD. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OA. OVERALL

OVHD. OVERHEAD

OZ. OUNCE

OXY. OXYGEN

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

QTY. QUANTITY

Q.T. QUARRY TILE

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

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.C. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES INC.

UR. URINAL

U.N.O. UNLESS NOTED

OTHERWISE

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.T.W.

W.H.

W.C.

WP.

WND.

W.W.F.

WD.

W.P.

W.I.

W/O

W/

W.

YD. YARD

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

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

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

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

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

WALL SECTION

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

HDW. HARDWARE

HD. HEAD

HT. HEIGHT

H. PT. HIGH POINT

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.B. HOSE BIBB

HR. HOUR

IN. INCH

INCL. INCLUDE

INSUL. INSULATION

INT. INTERIOR

I.D. INSIDE DIAMETER

INTG. INTEGRAL

JT. JOINT

JST. JOIST

K. PL. KICK PLATE

KO. KNOCKOUT

KW. KILOWATT

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

NAT. NATURAL

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

OP. HD. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OA. OVERALL

OVHD. OVERHEAD

OZ. OUNCE

OXY. OXYGEN

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

QTY. QUANTITY

Q.T. QUARRY TILE

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

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.C. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES INC.

UR. URINAL

U.N.O. UNLESS NOTED

OTHERWISE

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.T.W.

W.H.

W.C.

WP.

WND.

W.W.F.

WD.

W.P.

W.I.

W/O

W/

W.

YD. YARD

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

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

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

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

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

WALL SECTION

PROJECT TRUE NORTH ARROW

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

HDW. HARDWARE

HD. HEAD

HT. HEIGHT

H. PT. HIGH POINT

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.B. HOSE BIBB

HR. HOUR

IN. INCH

INCL. INCLUDE

INSUL. INSULATION

INT. INTERIOR

I.D. INSIDE DIAMETER

INTG. INTEGRAL

JT. JOINT

JST. JOIST

K. PL. KICK PLATE

KO. KNOCKOUT

KW. KILOWATT

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

NAT. NATURAL

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

OP. HD. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OA. OVERALL

OVHD. OVERHEAD

OZ. OUNCE

OXY. OXYGEN

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

QTY. QUANTITY

Q.T. QUARRY TILE

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

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.C. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES INC.

UR. URINAL

U.N.O. UNLESS NOTED

OTHERWISE

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.T.W.

W.H.

W.C.

WP.

WND.

W.W.F.

WD.

W.P.

W.I.

W/O

W/

W.

YD. YARD

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

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

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

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

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 GENERAL 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.

A.B. ANCHOR BOLT

ABV. ABOVE

AC. BD. ACOUSTICAL BOARD

AC. CLG. ACOUSTICAL CEILING

AC.T. ACOUSTICAL TILE

A.D. ACCESS DOOR

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISHED FLOOR

AG. AGGREGATE

AL. ALUMINUM

ALT. ALTERNATE

ANCH. ANCHOR

ANOD. ANODIZED

ARCH. ARCHITECT

ASPH. ASPHALT

ASSY. ASSEMBLY

BIT. BITUMINOUS

BK. BRICK

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

B.M. BENCH MARK

BM. BEAM

BSMT. BASEMENT

BTWN. BETWEEN

B.U.R. BUILT-UP ROOFING

C.JT. CONTROL JOINT

CAB. CABINET

CEM. CEMENT

CER. CERAMIC

C.I. CAST IRON

C.I.P. CAST-IN-PLACE

C.L. CENTER LINE

CLG. CEILING

CLO. CLOSET

C.M.U. CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CPT. CARPET

CSK. COUNTERSUNK

C.T. CERAMIC TILE

CTR. CENTER

CU. FT. CUBIC FOOT

SHEET INDEX

Sheet

Number Sheet Name

Current Revision

# Date Description

00 - COVER

A0.10 GENERAL INFORMATION

A0.40 LIFE SAFETY PLAN

A0.00 COVER

03 - ARCHITECTURE

A1.10 SITE PLAN

A2.01 DEMO PLAN & DEMO ROOF PLAN

A2.11 FLOOR PLAN & ROOF PLAN

A5.20 ROOF DETAILS

A5.21 ROOF DETAILS

07 - MECHANICAL

M0.00 MECHANICAL COVER SHEET

M1.00 MECHANICAL OVERALL PLAN

M2.01 MECHANICAL PLAN - PHASE 1 - TEMP

M2.02 MECHANICAL PLAN - PHASE 2 - DEMOLITION

M2.03 MECHANICAL PLAN - PHASE 3 - NEW

M2.04 MECHANICAL PLAN - PHASE 4 - TEMP DEMO

M3.00 MECHANICAL SCHEDULES

M4.00 MECHANICAL DETAILS

M4.01 MECHANICAL SECTIONS AND MECHANICAL DIAGRAMS

M5.00 MECHANICAL CONTROLS

M5.01 MECHANICAL CONTROLS

08 - ELECTRICAL

E0.00 ELECTRICAL COVER SHEET

E1.00 ELECTRICAL OVERALL PLAN

E2.01 ELECTRICAL PLAN - PHASE 1 - TEMP

E2.02 ELECTRICAL PLAN - PHASE 2 - DEMOLITION

E2.03 ELECTRICAL PLAN - PHASE 3 - NEW

E2.04 ELECTRICAL PLAN - PHASE 4 - DEMOLITION

E3.00 ELECTRICAL RISER DIAGRAM, SCHEDULES, AND DETAILS

09 - PLUMBING

P0.00 PLUMBING COVER SHEET

P0.02 PLUMBING OVERALL PLAN

P0.03 PLUMBING PLAN - PHASE 1 - TEMP

P0.04 PLUMBING PLAN - PHASE 2 - DEMOLITION

P0.05 PLUMBING PLAN - PHASE 3 - NEW

P0.06 PLUMBING PLAN - PHASE 4 - DEMOLITION

P1.00 PLUMBING SCHEDULES AND DETAILS

10 - TECHNOLOGY

T000 TECHNOLOGY COVER SHEET

T201 TECHNOLOGY OVERALL PLAN

T211 TECHNOLOGY ENLARGED PLAN

T400 TECHNOLOGY DETAILS

GRAND TOTAL: 37

HW

Y-

DOWNTOWN

HOUSTON

THE

WOODLANDS

HWY-59

PROJECT

LOCATION

BUILDING CONSTRUCTION ANALYSIS

ZONING

TDLR #

APPLICABLE

CODES

Building Code:

Mechanical Code:

Plumbing Code:

Electrical Code:

Energy Code:

Fire Code:

Accessibility:

CONSTRUCTION TYPE

OCCUPANCY

CLASSIFICATION

BUILDING HEIGHT LIMITATIONS

NUMBER OF STORIES ABOVE

GRADE LIMITATIONS

BUILDING AREA LIMITATIONS

SEPARATION OF

OCCUPANCIES (HRS)

ALLOWABLE:

PROVIDED:

ALLOWABLE:

PROVIDED:

ALLOWABLE:

PROVIDED:

TYPE OF WORK NEW CONSTRUCTION RENOVATION/ ALTERATION ADDITION

SPRINKLED NON-SPRINKLED

SINGLE MIXED

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

B

TYPE IA

X

X

B EXISTING BUILDING

T.I. BUILD-OUT CODE ANALYSIS -

SECTION 602.2

CHAPTER 3

B EXISTING BUILDING

X

B EXISTING BUILDING

SEPARATION OF OCCUPANCIES WILL BE ADDRESS DURING

INDIVIDUAL TENANT IMPROVEMENT

520 GROSS BUILDING AREA

PROJECT SCOPE OF WORK: REPLACE THE EXISTING BOILERS WITH A NEW BOILERS AND ASSOCIATED EQUIPMENT.

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

REVISIONSREVISIONS

Scale

25047.00

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK BOULEVARD SUITE 880

HOUSTON, TX 77027

713-850-1733 www.brownemcgregor.com

COPYRIGHT 2025

12" = 1'-0"

A0.10

GENERAL

INFORMATION

H H

S Q

U E

N T

IN

M

E A

S E

H E

A L T

H C

E N

T E

R B

O

IL

E R

R E

P L A

C E

M E

N T

N

M A

C G

R E

G O

R W

A Y

H O

U S

T O

N

T X

12/18/2025

TRUE

NORTH

PLAN

NORTH

2 3 4 5 6 7 8 9 10 11

C

D

E

F

G

J

L.4

M.4

O

0 1.2 2.5 3.2 3.6 4.4 4.5

L

1.1 6.2 6.3 6.7 6.8 8.9

K.8

J.8

0.1 1 2.32.2 13

N.1

M.7

3.1 3.8

K

2.82.62.10.30.2 7.4 10.7

L.3

UP

ENGINEERING

BOILER ROOM

EMERGENCY

ELEC SWITCHGEAR

CENTRAL

PLANT

MAIN ELEC

SWITCHGEAR

BIO MED

WASTE

LINEN

HOLDING

STORG

CO2

ELEC ATS

IT

MATERIALS

MNGMT STORG

GEN STN

ADMIN

OFFICE

OFFICE OFFICE

CORRIDOR

CAN

WASH

ELEC

CORR

BREAKDOWN

CORR

TROUBLESHOOTER

STORAGE

STORG STAIR D STOR

HOMELESS PROG

STORG

SHARED

OFFICE

CORR

HOUSE CALLS

STORG

CORRIDOR

CORRIDOR

STORAGE

POP HEALTH

ELEC

VESTIBULE

ELEV 03

OFFICE

ELEC

ELEV 01

ELEV 02

TEL

IT

MEN

REST

WOMEN

REST

EVS

CORRIDOR

WAITING

SECURITY

VESTIBULE

PUBLIC

ENTRANCE

WAITING

STAIR B

REFRIG

STORG

FREEZER

STORG

SERVING

AREA

DINING

AREA

DRY

STORAGE

KITCHEN

OUTDOOR

DINING

VESTIBULE BREAK RM

OFFICE

OFFICE

CORR

ST REST ST REST STORAGE

CORR CORR

ELEVATOR

LOBBY

ELIGIBILITY

CHECK-IN

HIV PROJ

ANALYST

STAIR A

ST REST

CORR

WORK AREA

REFILL/CASH

OFFICE

BREAK

DOWN

PHARMACY

ADAP

CHECK-IN

ADAP

WORK AREA

OFFICE

CHECK-IN

OFFICE

PD EDUCPD EDUC

ST RESTST REST

EVS

OFFICEDRESS DRESS

ADA

CORRIDOR

CORR

LOUNGE

CORRIDOR

ELEV 04ELEV

MACH RM

PD EDUCPD EDUCPD EDUC

ELEC

RECEIVING

STORAGE

CLN STOR

UNISEX

REST

ALCOVE

PATIENT

REST

EXAM

SOILED CORR

WATER TMT

STORAGE

ISOLATION

MED PREP

OFFICE

LAB

OFFICE

OFFICE

STAIR C

CORRIDOR

CONSULT DIET

CONSULT

DIET

CONSULT

DIET

CONSULT

CORRIDOR

CORR

CORRIDOR CORRIDOR

NURSE

STATION

NURSE

STATION

CORRIDOR

BLEACH

STATION

BLEACH

STATION

CORR

CORRIDOR

DIALYSIS

TREATMENT

DIALYSIS

TREATMENT

DIALYSIS

TREATMENT

DIALYSIS

TREATMENT

DIALYSIS

TREATMENT

DIALYSIS

TREATMENT

CORR

DIALYSIS

WAITING

DIALYSIS

TREATMENT

DIALYSIS

TREATMENT

1406 1368

1707 1006 1382

1710A

1711A

1132 1134

1714A

1711B

1712A

1101 1182

1180 1178 1184

1103 1181

13561358

13741372

13801125 1126

041600

135413601362

1314 1312

1350 1348

1316 1317

1328 1330 1334 1338

1343 1341

1320 1324

C F

B E

A D

1306A

F1

D1

B B F

B B F

B B F

B B F

B B F x x x

T-6

T-6 T-6T-6 x x

28x04 x

T-6

T-6

B B F

B B F

B B F

B B F

B B F x

BBF BBF

x

28x04

28x04

28x04

28x04

B B F

B B F

B B F

B B F

B B F

BBF BBF BBF BBF BBF

28x04

28x04

P A

T H

A

P A

T H

B

EXAMPLE

6' - 0"

520 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

TRUE

NORTH

PLAN

NORTH

EGRESS TRAVEL PATH

TRAVEL PATH TRAVEL DISTANCE

PATH A 36' - 0"

PATH B 65' - 0"

SCALE: 3/32" = 1'-0"1

LIFE SAFETY FLOOR PLAN - LEVEL 1

AT

T S

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S A

C O R

Y L

.PORT

E R

2428 9

R E G

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C T

REVISIONSREVISIONS

Scale

25047.00

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK BOULEVARD SUITE 880

HOUSTON, TX 77027

713-850-1733 www.brownemcgregor.com

COPYRIGHT 2025

As indicated

A0.40

LIFE SAFETY PLAN

H H

S Q

U E

N T

IN

M

E A

S E

H E

A L T

H C

E N

T E

R B

O

IL

E R

R E

P L A

C E

M E

N T

N

M A

C G

R E

G O

R W

A Y

H O

U S

T O

N

T X

12/18/2025

PROJECT AREA

KEYED NOTES

SCALE: 3/32" = 1'-0"1

SITE PLAN

BUILDING GROSS AREA

Level Area

LEVEL 1 520 SF

520 SF

TRUE

NORTH

PLAN

NORTH

FIRE HYDRANT TRAVEL PATH

TRAVEL PATH TRAVEL DISTANCE

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

REVISIONSREVISIONS

Scale

25047.00

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK BOULEVARD SUITE 880

HOUSTON, TX 77027

713-850-1733 www.brownemcgregor.com

COPYRIGHT 2025

As indicated

A1.10

SITE PLAN

H H

S Q

U E

N T

IN

M

E A

S E

H E

A L T

H C

E N

T E

R B

O

IL

E R

R E

P L A

C E

M E

N T

N

M A

C G

R E

G O

R W

A Y

H O

U S

T O

N

T X

12/18/2025

ENGINEERING

BOILER ROOM

EMERGENCY

ELEC SWITCHGEAR

CENTRAL

PLANT

MAIN ELEC

SWITCHGEAR

BIO MED

WASTE

LINEN

HOLDING

STORG

CO2

ELEC ATS

TYPICAL WALL

1 HOUR FIRE RATED WALL

2 HOUR FIRE RATED WALL

SOUND WALL

EXISTING WALL

DEMO WALL

TEMPORARY WALL

EXISTING SUSP. ACOUSTICAL

TILE CEILING TO REMAIN

EXISTING SUSP. ACOUSTICAL TILE

CEILING TO BE DEMOLISHED

DOOR & FRAME TO BE REMOVED.

REUSED DOOR, FRAME & HARDWARE

IF POSSIBLE & IF IN GOOD SHAPE

1. THIS DRAWING IS INTENDED TO BE USED IN CONJUNCTION WITH ALL OTHER PROVIDED DRAWINGS AND DOCUMENTATION FOR THIS

PROJECT. IF THERE ARE ANY DISCREPANCIES, NOTIFY BROWNE McGREGOR ARCHITECTS IMMEDIATELY.

2. NOTES TO SHEET & LEGEND - NOT ALL ITEMS ARE NECESSARILY USED

3. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS.

4. STOP WORK AND NOTIFY OWNER AND ARCHITECT IMMEDIATELY IF HAZARDOUS CONDITIONS ARE UNCOVERED DURING DEMOLITION.

5. DEMOLISHED ITEMS SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS.

6. ALL DEMOLITION SHALL BE ACCOMPLISHED IN A MANNER THAT PREVENTS DAMAGE TO ADJOINING PROPERTIES OR ADJACENT AREAS

OF THE PROPERTY NOT INDICATED TO BE DEMOLISHED.

7. THE PROJECT SHALL BE MAINTAINED FREE FROM UNSAFE OR HAZARDOUS CONDITIONS.

8. ALL CONTRACTORS SHALL COORDINATE DEMOLITION WORK WITH ALL PHASING AND ALTERNATE REQUIREMENTS OF THE CONTRACT.

THE G.C. SHALL COORDINATE ALL DEMOLITION ACTIVITIES.

9. PROVIDE DEMOLITION WORK AS REQUIRED BY THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. LIMIT REMOVAL AND DEMOLITION

WORK TO THAT SPECIFICALLY CALLED FOR IN THE CONSTRUCTION DOCUMENTS OR AS REQUIRED FOR THE INSTALLATION OF NEW

WORK.

10. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE DURING THE COURSE OF THE CONTRACT. IT SHALL BE THE RESPONSIBILITY

OF THE G.C. TO DOCUMENT EXISTING DAMAGE TO ALL ITEMS TO REMAIN AT THE TIME THAT THE AREA IS HANDED OVER TO THE

CONTRACTOR. G.C. WILL BE RESPONSIBLE FOR ANY DAMAGE NOT DOCUMENTED & TURNED OVER TO THE OWNER PRIOR TO

DEMOLITION COMMENCEMENT.

11. PRIOR TO THE COMMENCEMENT OF WORK OF SUBCONTRACTORS & THROUGHOUT THE COURSE OF THE WORK, THE G.C. SHALL

INSPECT & VERIFY THE LOCATION & CONDITION OF ALL ITEMS AFFECTED BY THE WORK UNDER THIS CONTRACT & REPORT

DISCREPANCIES TO THE ARCHITECT BEFORE DOING WORK RELATED TO THAT BEING INSPECTED. THIS MAY INCLUDE, BUT NOT BE

LIMITED TO, VERIFYING DIMENSIONS.

12. BEFORE BEGINNING WORK AT THE SITE, INSPECT ALL AREAS WHERE WORK IS TO BE PERFORMED. SURVEY THE EXISTING CONDITIONS

NOTING EXISTING CASEWORK, FINISHES, EQUIPMENT, SPECIALTIES AND OTHER MISC. ITEMS NOT LISTED IN THE CONTRACT

DOCUMENTS TO BE DEMOLISHED, BUT WILL REQUIRE REMOVAL IN ORDER TO PERFORM THE WORK REQUIRED ARE TO BE

COORDINATED WITH THE OWNER & ARCHITECT.

13. THE OWNER HAS THE FIRST RIGHT OF REFUSAL ON ALL REMOVED ITEMS. OWNER WILL MEET WITH G.C. PRIOR TO COMMENCEMENT

OF WORK AND PROVIDE A WRITTEN OR VERBAL LIST OF ITEMS THEY WANT TO BE SALVAGED AND RETURNED TO THEM.

14. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS, UNLESS SPECIFICALLY

INDICATED.

15. ITEMS SHOWN HALF-TONED (OR WITH GRAY LINES) ARE EXISTING ITEMS TO REMAIN. ITEMS SHOWN IN BLACK/RED AND DASHED ARE

EXISTING ITEMS TO BE REMOVED. SEE OTHER GENERAL NOTES, REFERENCED NOTES AND DEMOLITION PLANS TO DETERMINE WHAT IS

TO BE DONE WITH THOSE ITEMS REMOVED.

16. THE G.C. SHALL BE RESPONSIBLE FOR ANY STRUCTURAL WALL OR FLOOR PENETRATION LARGER THAN 8" BY 8". THE GENERAL

CONTRACTOR WILL COORDINATE WITH THE APPROPRIATE SUBCONTRACTOR TO SEAL THE PENETRATION AS REQUIRED BY THE

DOCUMENTS OR BUILDING CODES. CORE DRILLING OR HOLES SMALLER THAN 8" X 8" WILL BE THE RESPONSIBILITY OF THE TRADES

REQUIRING THE PENETRATIONS. THE SAME TRADES WILL BE RESPONSIBLE FOR SEALING THE PENETRATIONS OR COORDINATING THE

SEALING WITH THE GENERAL CONTRACTOR AND OTHER APPROPRIATE SUBCONTRACTORS. ALL PENETRATIONS IN STRUCTURAL WALLS

OR FLOORS SHALL BE SEALED

17. WALL PENETRATIONS SHALL BE COORDINATED BY THE GENERAL CONTRACTOR / APPROPRIATE SUBCONTRACTOR AND SHALL BE

SEALED AS REQUIRED BY THE CONTRACT DOCUMENTS OR BUILDING CODES.

18. OPENINGS CREATED IN, OR CUTTING OF, ANY EXISTING SURFACES DURING CONSTRUCTION OR DAMAGED DURING CONSTRUCTION

SHALL BE PATCHED SUCH THAT THE MATERIAL DOES NOT APPEAR TO HAVE BEEN DAMAGED, OR THE MATERIAL SHALL BE REPLACED .

19. WHERE PERMANENT REMOVAL OF EXISTING MILLWORK, CASEWORK CABINETWORK, ACCESSORIES, EQUIPMENT, OR FURNISHINGS IS

REQUIRED, AND PREVIOUSLY CONCEALED SURFACES ARE TO REMAIN EXPOSED, PATCH PREVIOUSLY CONCEALED SURFACES TO MATCH

ADJACENT EXPOSED SURFACES AND PROVIDE A SMOOTH TRANSITION BETWEEN THE EXISTING AND PATCHED AREAS.

20. WALLS WITH EXISTING FINISHES SHALL BE PREPARED TO RECEIVE NEW WALL FINISHES. THIS MAY INCLUDE, BUT NOT LIMITED TO, REMOVAL OF GROUT AND MORTAR OR ADHESIVE FOR VINYL WALLCOVERING.

21. FLOOR AREAS THAT HAVE HAD THE EXISTING FLOOR FINISH REMOVED SHALL BE PREPARED TO RECEIVE THE A NEW FLOOR FINISH.

THIS MAY INCLUDE, BUT NOT LIMITED TO, REMOVAL OF FLOOR STONING, GROUT & MORTAR, AND ADHESIVE.

22. ALL EXISTING PAPER TOWEL, SOAP, OR LOTION DISPENSERS, CLOCKS, TACKBOARDS AND OTHER WALL BRACKETS, SUPPORTS OR

ACCESSORIES REQUIRING REMOVAL TO PERFORM THE WORK ARE TO BE REMOVED BEFORE OTHER DEMOLITION WORK BEGINS.

COORDINATE WITH THE OWNER AS TO WHETHER THESE ITEMS ARE DESIGNATED AS REUSE, SALVAGE OR REINSTALLED. ALL SIMILAR

ITEMS THAT WILL REMAIN IN PLACE ARE TO BE PROTECTED THROUGHOUT CONSTRUCTION AND CLEANED OF CONSTRUCTION

MATERIAL AND DUST BEFORE SUBSTANTIAL COMPLETION.

23. REMOVE SIGNAGE FROM EXISTING WALLS THAT ARE TO BE DEMOLISHED OR REQUIRE NEW FINISHES. PATCH ANY HOLES IN WALL.

VERIFY WITH OWNER WHICH, IF ANY, SIGNAGE IS TO BE RELOCATED OR REINSTALLED.

24. MECHANICAL AND ELECTRICAL ITEMS TO BE REMOVED ARE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL AND ELECTRICAL SHEETS

FOR EXTENT OF DEMOLITION WORK ASSOCIATED WITH THOSE TRADES.

25. UNLESS OTHERWISE NOTED, REMOVE ALL ELECTRICAL LUMINAIRS, EQUIPMENT, SYSTEMS, DEVICES, OUTLETS, SWITCHES, PULL BOXES, JUNCTION BOXES, ETC. AS REQUIRED TO COMPLETELY TAKE OUT ITEMS SHOWN TO BE REMOVED. DISCONNECT AND REMOVE ALL

ELECTRICAL PROVISIONS TO EQUIPMENT BEING REMOVED. REMOVE ALL WIRING, CONDUIT, RACEWAYS, OUTLET BOXES, ETC.

SUPPORTING OR SERVING THE ITEMS TO BE REMOVED. NO CONDUCTORS OR CABLES SHALL BE ABANDONED IN PLACE. REMOVE

EXISTING WIRING AND CONDUIT BACK TO SOURCE.

26. EXISTING ELECTRICAL OUTLETS AND SWITCHES SHOWN TO REMAIN SHALL BE PROVIDED WITH NEW DEVICES AND COVER PLATES.

EXISTING BACK BOXES AND CONDUIT TO REMAIN.

27. SEAL OPENINGS IN FIRE RATED PARTITIONS CAUSED BY DEMOLITION. MAINTAIN FIRE RATING OF WALL OR PARTITION.

28. SYMBOLS SHOWN ARE TYPICAL AND LOCATIONS ARE APPROXIMATE. THEY ARE NOT INTENDED TO LIMIT THE AMOUNT OF

DEMOLITION. COORDINATE WITH EXISTING CONDITIONS AND THESE NOTES, AND REMOVE ALL APPLICABLE SYSTEMS AND

COMPONENTS CONFLICTING WITH THE FINISHED DESIGN INTENT.

29. ANY DEMOLITION OCCURRING OUTSIDE OF PROJECT SCOPE SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING.

SYMBOL LEGEND:

DEMOLITION GENERAL NOTES:

NOT IN SCOPE

NOTE:

CONTRACTOR TO COORDINATE WITH OWNER BEFORE DEMOLITION, TO SCHEDULE ITEMS TO BE SALVAGED

AND REUSED. ALL ITEMS SCHEDULED FOR SALVAGE OR RE-USE SHALL BE REMOVED WITH CARE, STORED AND

PROTECTED FROM DAMAGE UNTIL SALVAGED ITEMS ARE INCORPORATED IN THE NEW WORK OR DELIVERED

TO OWNER.

4 4

SLOPE

1/4" : 1'-0"

SL

O

PE

1/ 4"

1'

-0

SL

O

PE

1/ 4"

1'

-0

SLOPE

1/4" : 1'-0"

TRUE

NORTH

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NORTH

KEYED NOTES

1 SEE MEP DRAWINGS FOR MORE INFORMATION

2 REMOVE EXISTING ROOF OVERFLOW SCUPPER.

3 REMOVE EXISTING ROOF DRAIN.

4 CLEAN EXISTING RUSTING PIPINGS AND PIPE HANGERS TO RECEIVE NEW FINISH.

5 REPAIR EXISTING METAL DECKING AND PATCH PENETRATIONS WITH METAL DECKING EQUAL TO THE EXISTING

SPECIFICATION OF THE EXISTING METAL DECKING.

7 TYPICAL ROOF ASSEMBLY: SCHED. 60 MIL TPO MEMBRANE ROOFING MECH. FASTENED TO 1/2" DENSDECK OVER

RIGID INSULATION 5" MIN., R-25CI MIN. ON TH EXISTING METAL DECKING.

8 SEE MEP DRAWINGS FOR MORE INFORMATION ABOUT THE EQUIPMENT IN THIS SPACE.

10 REMOVE EXISTING BOILER ROOF TOP VERTICAL VENT AND EXISTING ACCESSORIES. SEE MECHANICAL DRAWINGS

FOR MORE INFORMATION.

11 REMOVE EXISTING LIGHTNING PROTECTION REMOVE EXISTING LIGHTING PROTECTION TO MAKE WAY FOR THE

REMOVAL OF THE EXISTING PARAPET. COORDINATE WITH OWNERS LIGHTING PROTECTION CONTRACTOR.

12 REMOVE PART OF THE EXISTING ROOF EXHAUST VENT. SEE MECHANICAL DRAWINGS FROM MORE INFORMATION

TO MAKE WAY FOR THE REMOVAL OF THE EXISTING PARAPET.

13 REMOVE EXISTING ALUMINUM PARAPET CAP FLASHING.

14 REMOVE EXISTING ROOF PENETRATION AND WEATHER-HEAD FLASHING SYSTEM AT THE EXISTING GAS PIPE.

15 REMOVE EXISTING CAPPED ROOF PENETRATION.

16 REMOVE EXISTING ROOF ACCESS STAIRS TO ALLOW THE REMOVAL FOR THE EXISTING ROOF SYSTEM AND

ASSOCIATED WORK. SALVAGE THE ROOF ACCESS STAIRS TO BE REFINISHED AND REINSTALLED

17 LOCATION WHERE THE EXISTING ALUMINUM PARAPET CAP FLASHING MET THE EXISTING PARAPET CAP FLASHING

FOR THE ADJACENT TPO ROOF SYSTEM.

18 REMOVE EXISTING ROOF CURB FLASHING AT EXPANSION JOINT BETWEEN ROOF AND EXISTING BRICK WALL.

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25047.00

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK BOULEVARD SUITE 880

HOUSTON, TX 77027

713-850-1733 www.brownemcgregor.com

COPYRIGHT 2025

As indicated

A2.01

DEMO PLAN & DEMO

ROOF PLAN

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SCALE:

BACK REF: /

1/4" = 1'-0"2

DEMO ROOF PLAN

SCALE:

BACK REF: /

1/4" = 1'-0"

01 A3.00

DEMO FLOOR PLAN - LEVEL 1

12/18/202501

EMERGENCY

ELEC SWITCHGEAR

CENTRAL

PLANT

MAIN ELEC

SWITCHGEAR

BIO MED

WASTE

LINEN

HOLDING

STORG

CO2

ELEC ATS

TV

15"

SYMBOL LEGEND:

TYPICAL WALL- NEW

WINDOW TYPE,

RE: A9.21 & A9.22

DOOR NUMBER, RE: A9.20

X

X

X/A-TX.XX

ROOM NAME

WALL TYPE, RE: A9.00

INTERIOR ELEVATION

ROOM NAME & NUMBER

RECESSED TV RECEPTACLE W/

POWER, COAX, & DATA

1 HOUR FIRE RATED WALL

SPECIFIED EQUIPMENT ITEM.

RE: FURNITURE FLOOR PLAN

FOR EQUIP. DESCRIPTION.

2 HOUR FIRE RATED WALL

3 HOUR FIRE RATED WALL

SMOKE BARRIER WALL

SOUND WALL WALL PROTECTION, WP-1

GENERAL NOTES:

1. THIS DRAWING IS INTENDED TO BE USED IN CONJUNCTION WITH ALL OTHER PROVIDED

DRAWINGS AND DOCUMENTATION FOR THIS PROJECT. IF THERE ARE ANY DISCREPANCIES,

NOTIFY BROWNE McGREGOR ARCHITECTS IMMEDIATELY.

2. NOTES TO SHEET & LEGEND: NOT ALL ITEMS ARE NECESSARILY USED

3. ALL WALLS TO BE PARTITION TYPE G, U.N.O.

4. ALL DOORS TO BE MOUNTED WITH HINGE SIDE OF FRAME @ 4" FROM PERPENDICULAR

WALL, U.N.O.

5. CASEWORK IS BASED ON A.W.I. CUSTOM GRADE STANDARD AND FLUSH OVERLAY DESIGN.

NO PARTICLE BOARD WILL BE ACCEPTED U.N.O.

6. INTERIOR DIMENSIONS ARE FROM FACE OF FINISH MATERIAL, CENTERS OF FIXTURES AND

EQUIPMENT, FACE OF WINDOW FRAME, FACE OF EXISTING MATERIAL SURFACE, EDGE OF

SLAB, OR AS OTHERWISE NOTED.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND

CONDITIONS OF PROJECT AREA PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH THE

WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR

QUESTIONS ABOUT DESIGN INTENT AND OBTAIN DIRECTIONS FROM THE ARCHITECT PRIOR

TO PROCEEDING WITH THE WORK.

8. ALL EXPOSED GYP. BD. CORNERS SHALL HAVE CONT. SCREW ATTACHED PLASTIC CORNER

BEADS FLOOR TO CEILING. ALL EXPOSED GYP. BD. EDGES SHALL HAVE PLASTIC "L" BEADS

CONTINUOUS.

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

BUILDING AND/OR FIRE CODES.

10. ALL WOOD USED AS BLOCKING OR BRACING SHALL BE FIRE RETARDANT TREATED AS

REQUIRED BY CODE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY

BLOCKING TO ACCOMMODATE INTERIOR FINISHES, CASEWORK, ACCESSORIES, EQUIPMENT,

AND OTHER WALL HUNG OR WALL SUPPORTED COMPONENTS INDICATED IN THE

DRAWINGS.

11. FIRE EXTINGUISHERS MOUNTED ON CORRIDOR WALLS NOT TO PROTRUDE MORE THAN 4"

FROM WALL.

12. ALL ANGLED WALLS SHALL BE AT 45 DEGREES U.N.O.

13. REFER TO CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND ANY OTHER

DRAWINGS AD SPECIFICATIONS INCLUDED IN CONTRACT DOCUMENTS FOR ADDITIONAL

INFORMATION REGARDING THE WORK OF THOSE TRADES. THE CONTRACTOR IS TO

COORDINATE WITH THE WORK OF THOSE TRADES.

14. ALL WAITING ROOMS ARE TO RECEIVE CHAIR RAILS, U.N.O.

15. G.C. TO COORDINATE WITH FINISH SCHEDULE FOR WALLS TO RECEIVE FINISHES, ALL

SURFACES ARE TO BE PREPARED FOR FINISHES AS DIRECTED BY MANUF. WRITTEN

INSTRUCTIONS.

16. ALL FLOOR FINISH CHANGES TO OCCUR UNDER DOORS IN THEIR CLOSED POSITION, U.N.O.

17. ALL CABINETS ARE TO HAVE PLAM FINISH

18. PROVIDE ALL ITEMS REQUIRED BY CODE IN HANDICAPPED TOILET ROOMS.

19. FIRE ALARM DESIGN PLANS SHALL BE SUBMITTED TO THE LOCAL AUTHORITY FOR APPROVAL

PRIOR TO INSTALLATION AND THE INSTALLATION MUST BE APPROVED BEFORE THE

CERTIFICATE OF OCCUPANCY MAY BE ISSUED.

20. DUCT DETECTORS WILL BE FURNISHED AND INSTALLED BY THE FIRE ALARM CONTRACTORS.

21. GYPSUM BOARD INSTALLED IN WET AREAS SUCH AS BREAKROOMS AND RESTROOMS SHALL

BE WATER RESISTANT (GREEN BOARD) OR AN EQUIVALENT WATERPROOF SHEATHING

MATERIAL.

22. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN PROJECT BOUNDARIES PRIOR TO

EXCAVATION AND TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT NO DAMAGE TO

UTILITES OR RESULTANT LOSS OF SERVICE IS ENCOUNTERED.

EXISTING PARTITION

ROOF PLAN GENERAL NOTES:

1. THIS DRAWING IS INTENDED TO BE USED IN CONJUNCTION WITH ALL OTHER PROVIDED

DRAWINGS AND DOCUMENTATION FOR THIS PROJECT. IF THERE ARE ANY DISCREPANCIES,

NOTIFY BROWNE McGREGOR ARCHITECTS IMMEDIATELY.

2. THESE NOTES ARE TYPICAL UNLESS INDICATED OTHERWISE

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND

CONDITIONS OF PROJECT AREA PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH THE

WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR

QUESTIONS ABOUT DESIGN INTENT AND OBTAIN DIRECTIONS FROM THE ARCHITECT PRIOR

TO PROCEEDING WITH THE WORK.

4. REFER TO CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND ANY OTHER

DRAWINGS AND SPECIFICATIONS INCLUDED IN CONTRACT DOCUMENTS FOR ADDITIONAL

INFORMATION REGARDING THE WORK OF THOSE TRADES. THE CONTRACTOR IS TO

COORDINATE WITH THE WORK OF THOSE TRADES.

5. ROOF SLOPE IS GENERALLY PROVIDED BY SLOPING STEEL EXCEPT WHERE TAPERED

INSULATION INDICATED. PROVIDE CRICKET TAPERED INSULATION AT UPHILL SIDE OF

EQUIPMENT CURBS, ROOF HATCH CURBS, ROOF DRAINS, AND ANOTHER LOCATION AS

SHOWN OR REQUIRED TO PROVIDE POSITIVE DRAINAGE TO MAINTAIN MINIMUM 1/4" SLOPE

PER FOOT.

6. INSTALL 4" WOOD CANT AT ROOF HATCHES, UNDER WALL ACCESS PANELS AT ROOF, AND

OTHER LOCATIONS AS INDICATED.

7. TPO ROOF SYSTEM 60 MIL OVER POLYISOCYNOURATE RIGID INSULATION OF MINIMUM

VALUE OF R-25ci, RE: PROJECT MANUAL.

8. SOLAR REFLECTANT = 0.80, THERMAL EMITTANCE = 0.84.

9. EXTERIOR ROOF COVERING MUST HAVE A MINIMUM SOLAR REFLECTANCE OF 0.70 WHEN

TESTED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS; [ASTM C1549, ASTM

E903, ASTM E1175, OR ASTM E1918].

10. EXTERIOR ROOF COVERING MUST HAVE A MINIMUM THERMAL EMITTANCE 0.70 WHEN

TESTED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS; [ASTM C835, ASTM

C1371, ASTM E408].

11. CONTRACTOR WILL ENSURE POSITIVE DRAINAGE OF THE ROOF TO DRAINS WITHOUT

PONDING.

12. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN PROJECT BOUNDARIES PRIOR TO

EXCAVATION AND TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT NO DAMAGE TO

UTILITES OR RESULTANT LOSS OF SERVICE IS ENCOUNTERED.

3' - 0" 5' - 0"

3'

0"

3'

0"

SLOPE

1/4" : 1'-0"

SL

O

PE

1/ 4"

1'

-0

SL

O

PE

1/ 4"

1'

-0

SLOPE

1/4" : 1'-0"

11 11

KEYED NOTES

1 EXISTING ROOF ACCESS STAIR.

2 REFINISH THE EXISTING ROOF ACCESS STAIR AND INSTALL ON THE ROOF AND REST ON

HEAVY-DUTY RECYCLED RUBBER BASE SUPPORTS.

3 REMOVE PART OF THE EXISTING ROOF EXHAUST VENT. SEE MECHANICAL DRAWINGS FROM

MORE INFORMATION TO MAKE WAY FOR THE REMOVAL OF THE EXISTING PARAPET.

4 PROVIDE NEW ROOF EXHAUST VENT. SEE MECHANICAL DRAWINGS FROM MORE

INFORMATION.

5 PROVIDE A NEW ROOF ASSEMBLY: SCHED. 60 MIL TPO MEMBRANE ROOFING MECH.

FASTENED TO 1/2" DENSDECK OVER RIGID INSULATION 5" MIN., R-25CI MIN. ON TH

EXISTING METAL

6 PROVIDE A NEW WALKING PAD PATH, COORDINATE AROUND MECH. EQUIP. WITH

EQUIPMENT ACCESS LOCATIONS.

7 SEE MEP DRAWINGS FOR MORE INFORMATION

8 SEE MEP DRAWINGS FOR MORE INFORMATION ABOUT THE EQUIPMENT IN THIS SPACE.

9 THE GENERAL CONTRACTOR (GC) SHALL MAKE ALL EXISTING PENETRATIONS THROUGH

THIS FIRE RATED PARTITION BE PROPERLY SEALED WITH FIRE CAULK TO MEET THE

REQUIRED 1-HOUR FIRE SEPARATION. ALSO, THE GC SHALL STENCIL IN RED THE FIRE

RATING ON BOTH SIDES OF THE EXISTING PARTITION PER THE REQUIREMENT OF 2021

INTERNATIONAL BUILDING CODE (IBC), CHAPTER 7, SECTION 703.5 MARKING AND

INDENTIFICATION.

10 REPLACE THE PART OF THE EXISTING ROOF ACCESS STAIR REMOVED TO REMOVE THE

EXISTING AND ADD THE NEW ALUMINUM PARAPET CAP FLASHING.

11 REFINISH THE EXISTING PIPES AND PIPE HANGER.

12 REINSTALL LIGHTNING PROTECTION ON THE NEW PARAPET AND NEW ROOF TOP

EQUIPMENT PER HHS STANDARDS. CONNECT TO THE BUILDING'S EXISTING LIGHTING

PROTECTION SYSTEM. COORDINATE WITH OWNERS LIGHTING PROTECTION CONTRACTOR.

13 PROVIDE A NEW ROOF DRAIN.

14 PROVIDE A NEW THROUGH WALL OVER-FLOW ROOF SCUPPER.

15 PROVIDE A NEW ROOF CURB FLASHING AT EXPANSION JOINT BETWEEN ROOF AND

EXISTING BRICK WALL.

16 PROVIDE A NEW PREFINISHED ALUMINUM PARAPET CAP FLASHING.

TRUE

NORTH

PLAN

NORTH

SCALE:

BACK REF: /

1/4" = 1'-0"

01 A3.00

FLOOR PLAN - LEVEL 1

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25047.00

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK BOULEVARD SUITE 880

HOUSTON, TX 77027

713-850-1733 www.brownemcgregor.com

COPYRIGHT 2025

As indicated

A2.11

FLOOR PLAN & ROOF

PLAN

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2015 IECC MINIMUMS:

PER CHAPTER 3 & 4 (CE) ZONE 2A:

• ROOFS:

• INSULATION ENTIRELY ABOVE ROOF DECK

• REQUIRED = R-25ci

• PROVIDED = R-25ci

• ROOF SOLAR REFLECTANCE = 3 TR. AGED 0.55 + 3 YR. AGED THERMAL EMIT 0.75

• ROOF SOLAR REFLECTANCE INDEX = 64

SCALE:

BACK REF: /

1/4" = 1'-0"

02 A3.00

ROOF PLAN

ROOFING SYSTEM - ULTRAPLY TPO MEMBRANE (60 MIL)

SOLAR REFLECTANCE (WHITE TPO MEMBRANE) .79 (INITIAL) / .69 (3-YEARS AGED)

THERMAL EMITTANCE (WHITE TPO MEMBRANE) .85 (INITIAL) / .83 (3-YEARS AGED)

SOLAR REFLECTANCE INDEX (SRI) 98 (INITIAL) / 83 (3-YEARS AGED)

AGED SOLAR REFLECTANCE METHODS: ASTM C 1549, ASTM E 903, OR ASTM E1918 OR

CRRC-1

AGED THERMAL EMITTANCE TEST METHODS: ASTM C1371, ASTM E 408 OR CRRC-1

SOLAR REFLECTANCE INDEX (SRI) DETERMINED IN ACCORDANCE WITH ASTM E 1980

FIRE CLASSIFICATION: ROOFING ASSEMBLIES COVERED UNDER THIS REPORT HAVE BEEN

TESTED FOR FIRE CLASSIFICATION CLASS A, B OR C IN ACCORDANCE WITH UL 790 (ASTM

E108) AS REQUIRED BY SECTION 1505.1 OF THE 2015 IBC.

WIND UPLIFT (RESISTANCE): ROOFING ASSEMBLIES COVERED UNDER THIS REPORT

HAVE BEEN TESTED FOR WIND UPLIFT RESISTANCE IN ACCORDANCE WITH FM 4474 OR

UL1897. ROOFING MEMBRANES SECTION 1504.3.1

PRE-FAB MTL. CURB & INSUL.

FURN. & INSTALL. BY

MECHANICAL CONTRACTOR

CONTRACTOR

BASE FLASHING

TPO ROOF RE:

ROOF PLAN

2x TRT'D WOOD NAILER/S

BOLTED TO STRUC. W/

1/2" BOLTS @ 24" O.C.

ANGLE FRAME WELDED TO

ANGLES BETWEEN JOISTS

PROVIDE BREAKMETAL

SURROUND AT ROOF DECK

FASTENERS WITH NEOPRENE

WASHERS AT 6" O.C.

24 GA. GALV.

COUNTER FLASHING

4" FIBER CANT

PIPE/STEEL TUBE THRU ROOF

CONT. SEALANT

GALVANIZED UMBRELLA

FLASHING STRAPPED TO PIPE

GALVANIZED JACK FLASHING

SINGLE-PLY ROOFING

MEMBRANE OVER RIGID

INSULATION & METAL DECK

4" 1"

2" 4"

NOTES:

DECK CLAMP

STRAINER

CLAMPING RING

SEAL AS

REQUIRED BY

ROOF MANUF.

REFER PLANS FOR

TYPE OF ROOF

TAPER INSUL. @ 24"

DOWN TO DRAIN.

PROVIDE FLASHING INTO ROOFING MEMBRANE AS PER ROOFING MANUFACTURER'S WRITTEN

INSTRUCTIONS. G.C. TO COORDINATE ALL CONNECTIONS, AND TRADES. MEMBRANE PLIES, METAL

FLASHING AND FLASHING-IN PLIES EXTEND UNDER CLAMPING RING. STRIPPING FELTS - EXTEND 4"

AND 6" BEYOND EDGE OF FLASHING SHEET.

REFER PLANS FOR DECK & INSUL.

ROOF INSULATION INSULATION

(SEE NOTES)

1/2" (12.7mm) MIN.

SEE NOTES

METAL DECKING

1/2" (12.7mm) MIN.

SEE NOTES

OVERFLOW

ROOF DRAIN

PRIMARY

ROOF DRAIN

12" (304.8 mm)

1" MAX.

(25.4 mm)

REFER STRUCTURAL

SUMP AREA FIELD SEAM

REQUIREMENTS:

1. IF FIELD SEAM EDGE IS WITHIN 9" OF DRAIN

COMPRESSION RING, TPO TARGET PATCH REQUIRED

2. IF FIELD SEAM EDGE IS WITHIN 9" TO 18" OF DRAIN

COMPRESSION RING, HEAT WELD A LAYER OF TPO

FLASHING (UNSUPPORTED) OR MEMBRANE

CENTERED OVER SEAM EDGE. FLASHING MUST

EXTEND 3" MIN. BEYOND EDGE OF SUMP.

5'-6" MAX.

1. REFER TO ROOF MANUF. INFORMATION FOR THE MOST

CURRENT INFORMATION.

2. HOLE IN MEMBRANE SHOULD EXTEND A MINIMUM OF 1/2"

BEYOND CLAMPING RING AND SHOULD NOT BE SMALLER

THAN THE DIAMETER OF THE LADDER PIPE.

3. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE ROOFING

INSULATION WITH APPROPRIATE BONDING SURFACE

4. ROOF MANUF. WATERBLOCK MIN. OF 1/2 OF 10 OZ (295 ML) TUBE PER

4" DRAIN. USE ADDITIONAL WATERBLOCK FOR LARGER DRAINS.

NOTES:

STRAINER BASKET

WATER DAM COMPRESSION RING

CONTINUOUS BEAD OF ROOF MANUF. WATERBLOCK

(TYP., SEE NOTES)

TPO MEMBRANE

TPO BONDING ADHESIVE

STRAINER BASKET

COMPRESSION RING

PIPE AND EQUIPMENT SUPPORTS

SUPPLIED BY ROOFING MANUFACTURER

WOOD SLEEPERS.

ARE RECOMMENDED IN PLACE OF

PROVIDE 4" SECTION OF

INSULATION AT WOOD BASE

FOR LIQUID LINES

PIPES ON ROOF, TYP.

REFER TO MEP DWGS

GALVANIZED

PIPE CLAMP, TYP.

GALVANIZED

PIPE SADDLE, TYP.

ROOF MEMBRANE

PROTECTION LAYER

4"x4"x24" LONG WOLMANIZED BLOCK PROVIDE AT

6'-0" O.C. MAXIMUM AND WITHIN 1'-0" OF EACH

CHANGE OF PIPING DIRECTION

(DO NOT INSTALL WD. SLEEPER OVER BATTEN

STRIPS, FASTENER HEADS, METAL PLATES OR FIELD

SEAMS)

ROOF INSULATION AND DECK

RE: SECTIONS

GENERAL NOTE: THE WALKPADS MUST NOT BE INSTALLED OVER FIELD SEAMS AND FASTENER

ROWS AND MUST BE GAPPED FROM THESE AREAS A MINIMUM OF 6"

WALKPAD AS SPECIFIED SPACED @ 12" APART

EDGE SEALANT (IF REQUIRED)

1 1/2” MINIMUM CONTINUOUS WELD AROUND

EDGE OF WALKPAD

STL. ROOF DECKING & INSULATION

ROOFING MEMBRANE AS SPECIFIED (REFER TO

SPECS)

SIM

3' - 4"

EQ EQ

5/ A5.20

E Q

E Q

SCALE: 1 1/2" = 1'-0"1

EQUIPMENT CURB DETAIL

SCALE: 1 1/2" = 1'-0"2

PIPE THRU ROOF DETAIL

SCALE: 1/2" = 1'-0"3

ROOF DRAIN DETAIL

SCALE: 1/4" = 1'-0"5

ROOF DRAIN SECTION

SCALE: 1/4" = 1'-0"6

ROOF PIPE SUPPORT DETAIL

SCALE: 3/8" = 1'-0"4

ROOF WALKING PAD DETAIL

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

REVISIONSREVISIONS

Scale

25047.00

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK BOULEVARD SUITE 880

HOUSTON, TX 77027

713-850-1733 www.brownemcgregor.com

COPYRIGHT 2025

As indicated

A5.20

ROOF DETAILS

H H

S Q

U E

N T

IN

M

E A

S E

H E

A L T

H C

E N

T E

R B

O

IL

E R

R E

P L A

C E

M E

N T

N

M A

C G

R E

G O

R W

A Y

H O

U S

T O

N

T X

12/18/2025

SCALE:

BACK REF: /

1/4" = 1'-0"7

ROOF DRAIN PLAN DETAIL

No. Date Description

12/18/2025 ISSUE FOR PERMIT AND PRICING01

TPO AT MULTI ROOF PENETRATION

TPO AT ROOF PENETRATION

TPO AT THRU WALL SCUPPER

TPO AT WALL FLASHING

TPO FLUSH FACE COPING AT PARAPET

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

REVISIONSREVISIONS

Scale

25047.00

BROWNE McGREGOR ARCHITECTS, INC.

520 POST OAK BOULEVARD SUITE 880

HOUSTON, TX 77027

713-850-1733 www.brownemcgregor.com

COPYRIGHT 2025

1/4" = 1'-0"

A5.21

ROOF DETAILS

H H

S Q

U E

N T

IN

M

E A

S E

H E

A L T

H C

E N

T E

R B

O

IL

E R

R E

P L A

C E

M E

N T

N

M A

C G

R E

G O

R W

A Y

H O

U S

T O

N

T X

12/18/2025

No. Date Description

TPO CONTINUOUS CLEAT COPING AT PARAPET

APPLICABLE CODES & STANDARDS

1. BUILDING CODE - 2021 IBC WITH CITY OF HOUSTON AMENDMENTS

2. FIRE CODE - 2021 IFC WITH CITY OF HOUSTON AMENDMENTS

3. ELECTRICAL CODE - 2023 NEC WITH CITY OF HOUSTON AMENDMENTS

4. MECHANICAL CODE - 2021 UMC WITH CITY OF HOUSTON AMENDMENTS

5. PLUMBING CODE - 2021 UPC WITH CITY OF HOUSTON AMENDMENTS

6. ENERGY CODE - 2021 INTERNATIONAL ENERGY CONSERVATION CODE WITH CITY OF

HOUSTON AMENDMENTS.

7. OTHER - LIFE SAFETY CODE (NFPA 101)

8. OTHER - FEDERAL DEPARTMENT OF JUSTICE AMERICANS WITH DISABILITIES ACT AND TEXAS

ACCESSIBILITY STANDARDS.

9. FIRE ALARM - 2019 NFPA 72 WITH CITY OF HOUSTON AMENDMENTS.

GENERAL NOTES

1. FURNISH AND INSTALL ALL ITEMS, INCLUDING EVERY ARTICLE, DEVICE, OR ACCESSORY REASONABLY NECESSARY TO FACILITATE EACH

SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. ELEMENTS OF THE WORK SHALL INCLUDE, BUT ARE NOT LIMITED TO, MATERIALS, LABOR, SUPERVISION, SUPPLIES, EQUIPMENT, TRANSPORTATION,…