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Structural Engineer

Dally Associates 9800 Richmond Avenue Suite 460

713-337-8881 Houston, TX 77042

P ag e P ro je ct N um be r

1111 Louisiana Street, 26th Floor Houston, TX 77002 pagethink.com

TEL 713.665.5665

MEP Engineer / Low Voltage Design / Security

MEPCE, Inc.

4306 Yoakum, Suite 470

972-870-9060 Houston, TX 77006

Medical Equipment Planning

SSR Inc.

900 Threadneedle St.

Ashford 7, Suite 600

713-784-8211 Houston, TX 77079

CLIENT

PROJECT

ORIGINAL ISSUE

CONSULTANT TEAM PROFESSIONAL SEALS

PROJECT NUMBER

A u to d e s k D o c s /4

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SCP ACS SC Rad Fluoroscopy Replacement (RF Room 1 & 2)

ISSUE FOR CONSTRUCTION

4800 Fournace Place, 5th Floor East Bellaire, TX 77401

Harris Health System

422089.07

10 OCT 2025

2525 Holly Hall

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S

C P

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C R ad F lu or os co py R ep la ce m en t (

R F

R oo m

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PROJECT DESCRIPTION:

INTERIOR RENOVATION WORK AND COSMETIC UPGRADES

TO SUPPORT THE REPLACEMENT OF GENERAL RADIOLOGY

AND RADIOGRAPHIC FLUOROSCOPY EQUIPMENT.

20251010 - HHS ASC SC - RAD FLUOR - IFC SET

10/13/2025

GENERAL NOTESBUILDING CODE NOTES

1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES

GOVERNING THE WORK.

2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES

GOVERNING THE WORK.

3. THESE DRAWINGS HAVE BEEN DEVELOPED IN COORDINATION WITH PROJECT SPECIFICATIONS.

THE DRAWINGS AND SPECIFICATIONS SHALL BE USED TO COMPLEMENT EACH OTHER.

4. REVIEW CONTRACT DOCUMENTS AND FIELD DIMENSIONS AND CONDITIONS. CONFIRM THAT

WORK IS BUILDABLE AS SHOWN. PROMPTLY REPORT ANY ERRORS, CONFLICTS, OR OMISSIONS

TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. IF THE

CONTRACTOR FAILS TO NOTIFY ARCHITECT OF A KNOWN NONCONFORMITY, THEN THE

CONTRACTOR IS TO PAY SUCH COSTS AND DAMAGES TO THE OWNER AS WOULD HAVE BEEN

AVOIDED IF NOTIFICATION HAD BEEN PERFORMED.

5. COORDINATE WORK WITH THE OWNER/TENANT, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF

ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.

6. CONTRACTOR SHALL ENSURE THAT CONTRACTOR EMPLOYEES AND SUBCONTRACTORS SHALL

COMPLY WITH ALL BUILDING RULES AND REGULATIONS.

7. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT.

INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND

COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION.

8. COORDINATE TELECOMMUNICATIONS, DATA, AND SECURITY SYSTEM INSTALLATION.

9. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE

WITH CODES AND ORDINANCES.

10. WORK AREAS TO BE SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH

TENANT AND LANDLORD TO ENSURE SECURITY.

11. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.

12. DURING CONSTRUCTION, EACH TRADE SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE

CAUSED BY THEIR WORK.

13. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT

ARCHITECT.

14. U.N.O., PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE. MAINTAIN

DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES.

15. CONTRACTOR TO FIELD VERIFY SIZES, LOCATIONS, AND CHARACTERISTICS OF EXISTING

EQUIPMENT BEFORE CONSTRUCTION AND TO COORDINATE WITH THE CONSTRUCTION

DOCUMENTS TO CORRECT FIELD CONDITIONS OR CONFLICTS AS REQUIRED.

16. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE PANELS TO

ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION.

17. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISH BY 1/4 INCH MINIMUM, U.N.O.

18. U.N.O., ALL INTERIOR PARTITIONS MUST TERMINATE AT EXISTING WINDOW MULLIONS WITH

MULLION CAPS. FURNISH AND INSTALL ACOUSTICAL SEAL AT ALL WALL AND EXTERIOR GLASS

INTERSECTIONS. CLEAN AND/OR REPAIR ALL MULLIONS AFTER DEMOLITION WORK.

19. CASED OPENING SHALL BE GYPSUM BOARD WITH METAL REINFORCED CORNERS.

20. ALL DOORS ARE TO BE SET OFF OF INTERSECTION WALL BY 6" CLEAR, U.N.O.

21. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW

PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION.

22. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED TO WALLS OR

CEILINGS.

REFLECTED CEILING NOTES

LOCATE DIFFUSER AND LIGHT FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS,

SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, U.N.O.

FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, U.N.O.

PROJECT INFORMATION

1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-1 WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE TENANT SPACE ON

EACH FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR.

2. PROVIDE EXIT SIGN OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS OR PROVIDE BATTERY PACKS. COMPLY WITH BUILDING CODES.

3. PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL.

4. MAINTAIN AISLES AT LEAST 44" WIDE AT BUILDING CORRIDORS.

5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL

BE OF AN APPROVED TYPE.

6. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING

AND SHALL BE SELF-CLOSING.

7. 20, 45, 60 AND 90 -MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED.

8. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 FLAME SPREAD AND SMOKE-DEVELOPED INDEXES.

A. CLASS A, FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450.

B. CLASS B, FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450.

C. CLASS C, FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450.

9. REFERENCE IBC 2021 SECTION 803, WALL AND CEILING FINISHES, AND TABLE 803.9 FOR FINISH REQUIREMENTS BY OCCUPANCY.

10. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NON-COMBUSTIBLE OR BE FLAME PROOFED IN AN APPROPRIATE MANNER.

11. REFER TO MECHANICAL DRAWINGS FOR DAMPER REQUIREMENTS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS.

12. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS, AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH LOCAL FIRE

CODE REGULATIONS.

13. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS.

14. EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEM AS REQUIRED TO PROVIDE AN APPROVED FIRE/LIFE SAFETY SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION, AND OBTAIN APPROVAL PRIOR TO INSTALLATION.

15. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK.

16. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT

MORE THAN 60 FLASHES PER MINUTE.

17. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM AS REQUIRED TO PROVIDE AN APPROVED SYSTEM PER NFPA 13. SUBMIT PLANS TO

FIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION.

1. SPRINKLER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF CALCULATIONS AND SPRINKLER

HEAD LOCATIONS FOR ARCHITECT TO REVIEW PRIOR TO ANY INSTALLATION, AND PRIOR TO

SUBMITTING DRAWINGS TO THE CITY. NO EXCEPTIONS TAKEN, OR CONTRACTOR WILL

RELOCATE SPRINKLER HEADS AT THEIR OWN EXPENSE.

2. IN ALL GYP BD CEILINGS, PROVIDE CONCEALED SPRINKLER HEADS WITH CAPS TO BE FACTORY PAINTED TO MATCH THE CEILING, AND ALIGN WITH LIGHT FIXTURES. ALL SPRINKLER HEADS IN

LAY-IN CEILINGS SHALL BE LOCATED IN THE CENTER OF CEILING PANEL AND ALIGNED WITH

LIGHT FIXTURES.

3. IF IRREGULARITIES ARE OBSERVED, DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY

CONDITIONS HAVE BEEN CORRECTED AND REVIEWED WITH ARCHITECT.

DEMOLITION NOTES

COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS

PERTAINING TO SAFETY OF PERSONS, PROPERTY, AND ENVIRONMENTAL PROTECTION.

PROVIDE AND MAINTAIN BARRICADES, LIGHTING, GUARDRAILS AS REQUIRED BY APPLICABLE

CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS.

ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT THE SPREAD OF

DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION OF THE

PROJECT, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT

SURFACES.

IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS

AT NO COST TO OWNER.

FINISH NOTES

ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF

IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS

HAVE BEEN CORRECTED.

REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES.

PROVIDE TWO COATS OF FINISH PAINT, NO TEXTURE, OVER ONE COAT OF PRIMER AT ALL

WALLS TO RECEIVE PAINT.

SUBMIT SAMPLES OF ALL FINISH MATERIALS PER THE REQUIREMENTS OF INDIVIDUAL

SPECIFICATION SECTIONS IN THE PROJECT MANUAL OR ON THE SPECIFICATION SHEET(S).

FURNISH FLOOR PREP AS NECESSARY TO LEVEL IRREGULARITIES IN SLAB IN ACCORDANCE

WITH INDUSTRY STANDARDS.

WALL COVERINGS TO BE INSTALLED WITH "STRIPPABLE" ADHESIVE ONLY.

SEE FINISH SCHEDULE AND PROJECT MANUAL FOR PRODUCT SPECIFICATIONS.

POWER & TELCOM NOTES

PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS

WITH OWNER.

VERIFY CONTRACTOR PROVIDED AND/OR INSTALLED EQUIPMENT SPECIFICATIONS, POWER

AND INSTALLATION REQUIREMENTS WITH MANUFACTURERS TO ENSURE PROPER FIT AND

FUNCTION.

VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE, AND OTHER CONTRACTOR

PROVIDED AND/OR INSTALLED EQUIPMENT.

GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE.

INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF

OUTLETS OR SWITCHES, U.N.O.

INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT

INSTALL BACK-TO-BACK. USE SUPPLEMENTAL STUD (CRIPPLE) FRAMING IF NEEDED TO

ACHIEVE PROPER ALIGNMENT AND SPACING OF DEVICES.

PROVIDE MATCHING COVER PLATES, RECEPTACLES, AND RELATED ITEMS. PROVIDE ONE-

PIECE TYPE GANG COVER PLATES, U.N.O.

IDENTIFY ISOLATED GROUND ELECTRICAL OUTLETS WITH AN ORANGE DOT.

ALL OUTLETS AT COFFEE BARS/BREAK ROOMS SHALL BE DEDICATED AND LOCATED ABOVE

COUNTER HEIGHT, EXCEPT WHERE OUTLETS ARE SERVING UNDERCOUNTER EQUIPMENT,

U.N.O. ALL OUTLETS ADJACENT TO SINKS SHALL BE GFI IN ACCORDANCE WITH LOCAL CODES.

1.

2.

3.

4.

5.

6.

7.

1.

2.

3.

4.

5.

6.

7.

8.

9.

FIRE PROTECTION NOTES

HARRIS HEALTH

SCP ACS SC Rad Fluoroscopy Replacement (RF Room 1 & 2)

2525 HOLLY HALL ST.

HOUSTON, TEXAS 77054

HOUSTON, TEXAS

2021 ICC, INTERNATIONAL BUILDING CODE (WITH HOUSTON AMENDMENTS)

2021 ICC, INTERNATIONAL ENERGY CONSERVATION CODE (WITH HOUSTON

AMENDMENTS)

2023 NFPA, NATIONAL ELECTRICAL CODE (STATE MANDATED)

2021 IAPMO, UNIFORM PLUMBING CODE (WITH HOUSTON AMENDMENTS)

2021 IAPMO, UNIFORM MECHANICAL CODE (WITH HOUSTON AMENDMENTS)

2021 ICC, INTERNATIONAL FIRE CODE (WITH HOUSTON AMENDMENTS)

2021 ICC, INTERNATIONAL FIRE CODE (WITH HOUSTON AMENDMENTS)

2012 TAS - STATE OF TEXAS ACCESSIBILITY STANDARD

INTERIOR RENOVATION WORK AND COSMETIC UPGRADES TO SUPPORT

THE REPLACEMENT OF GENERAL RADIOLOGY AND RADIOGRAPHIC

FLUOROSCOPY EQUIPMENT.

TYPE II-A

BUSINESS (B)

TBD

PROJECT TITLE:

PROJECT ADDRESS:

JURISDICTION:

BUILDING CODES:

PROJECT DESCRIPTION:

EXISTING BUILDING

CONSTRUCTION TYPE:

EXISTING OCCUPANCY:

TDLR NUMBER:

2525 HOLLY HALL STREET

HOUSTON, TX 77054

PROJECT LOCATION

LOCATION MAP

NORTH

PROJECT LOCATION

HOUSTON

HWY

FM

HWY

BELT

BELT

& AND

L ANGLE (RIGHT)

L ANGLE (ACUTE)

@ AT

CL CENTERLINE

AB

ACT

AD

AFF

ALT

ALUM

ARCH

AU

AV

ANCHOR BOLT

ACOUSTICAL TILE

AREA DRAIN

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

ARCHITECTURAL

ASH URN

AUDIO VISUAL

BD

BLD

BLK

BM

BNG

BOD

BOT

BR

BRG

BUR

BW

BOARD

BUILDING

BLOCKING

BEAM OR BENCHMARK

BEARING

BOTTOM OF DECK

BOTTOM

BACKER ROD

BRIDGING

BUILT-UP ROOFING

BOTH WAYS

C

CAB

CEM

CG

CFCI

CIP

CIR

CJ

CLG

cm

CMU

COL

CONC

CONS

CONT

CORR

CPT

CSK

CT

COURSE

CABINET

CEMENT OR CEMENTITIOUS

CORNER GUARD

CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CAST-IN-PLACE

CIRCLE

CONTROL JOINT

CEILING

CENTIMETER

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CORRIDOR

CARPET

COUNTERSINK

CERAMIC TILE

D

DBL

DEG

DEM

DTL

DF

DIA

DIM

DN

DP

DR

DS

DTL

DW

DWG

DWR

DEPTH OR DEEP

DOUBLE

DEGREE

DEMOLITION

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DOWN

DAMPPROOFING

DOOR

DOWNSPOUT

DETAIL

DISHWASHER

DRAWING

DRAWER

E

EA

EHB

EHD

EIFS

EJ

EL

ELEC

EQ

EQUIP

ETS

EW

EWC

EXP

EXIST

EXT

EXTD

EAST

EACH

ELECTRIC HAIR BLOWER

ELECTRIC HAND DRYER

EXTERIOR INSULATING FINISH SYSTEM

EXPANSION JOINT

ELEVATION (GRADE)

ELECTRICAL

EQUAL

EQUIPMENT

EXPOSED TO STRUCTURE

EACH WAY

ELECTRIC WATER COOLER

EXPANSION OR EXPOSED

EXISTING

EXTERIOR

EXTRUDED

FD

FE

FEC

FEX

FFA

FFE

FF

FHC

FIN

FLR

FLUOR

FP

FR

FRP

FT

FTG

FURN

FV

FWC

FPHB

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER (NO CABINET)

FURNITURE, FIXTURES & ACCESSORIES

FURNITURE, FIXTURES & EQUIPMENT

FINISHED FLOOR

FIRE HOSE CABINET

FINISH

FLOOR

FLUORESCENT

FIREPROOFING

FIRE RETARDANT/ FIRE RESISTIVE

FIBERGLASS REINFORCED POLYMER

FOOT/ FEET

FOOTING

FURNITURE

FIELD VERIFY

FABRIC WALL COVERING

FREEZE-PROOF HOSE BIBB

A

B

C

D

E

F

GA

GALV

GB

GFRC

GFRG

GL

GND

GR

GYP

GYP BD

GAUGE

GALVANIZED

GRAB BAR

GLASS FIBER REINFORCED CONCRETE

GLASS FIBER REINFORCED GYPSUM

GLASS

GROUND

GRADE

GYPSUM

GYPSUM BOARD

G

H

HB

HC

HD

HBD

HCTL

HDR

HDW

HDWD

HM

HOR

HPL

HR

HT

HVAC

HIGH

HOSE BIBB

HOLLOW CORE

HOLD

HARDBOARD

HANDICAPPED ACCESSIBLE TOILET

HEADER

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HIGH PRESSURE LAMINATE

HOUR

HEIGHT

HEATING, VENTILATION & AIR

CONDITIONING

ID

IN

INCAN

INSUL

INT

INSIDE

DIAMETER INCH

INCANDESCENT

INSULATION

INTERIOR

JB

JT

JUNCTION BOX

JOINT

KD

KO

KNOCK DOWN

KNOCKOUT

L

LAM

LAV

LB

LF

LLH

LLV

LT

LONG

LAMINATED

LAVATORY

LAG BOLT

LINEAR BOLT OR LINEAR FEET

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIGHT OR LIGHTING

M

MAC

MAS

MAT'L

MAX

MBH

MBR

MC

MECH

MEM

MFR

MH

MIN

MIR-F

MIR-G

MLD

MM

MO

MS

MTD

MTG

MTL

METER

MACHINE

MASONRY

MATERIAL

MAXIMUM

MOP AND BROOM HOLDER

MODIFIED BITUMEN ROOFING

MEDICINE CABINET

MECHANICAL

MEMBRANE

MANUFACTURER

MANHOLE

MINIMUM

MIRROR-FRAMED EDGE

MIRROR-GLASS EDGE

MOULDING

MILLIMETER

MASONRY OPENING

MOP SINK

MOUNTED

MOUNTING

METAL

N

NCOM

NIC

NOM

NPS

NTS

NORTH

NONCOMBUSTIBLE

NOT IN CONTRACT

NOMINAL

NOMINAL PIPE

NOT TO SCALE

OC

OD

OFCI

OFD

OFOI

OH

OPG

OPP

OPT

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED/ CONTRACTOR INSTALLED

OVERFLOW DRAIN

OWNER FURNISHED/ OWNER INSTALLED

OPPOSITE HAND OR OVERHEAD

OPENING

OPPOSITE

OPTION OR OPTIONAL

PC

PCEM

PA

PCF

PL P.LAM

PLTR

PLBG

PLF

PMR

PNL

PNT

POL

PR

PSF

PSI

PT

PTD

PTD/WR

PTM

PTN

PVC

PVMT

PWD

PRECAST

PORTLAND CEMENT

PUBLIC ADDRESS SYSTEM

POUNDS PER CUBIC FOOT

PLATE PLASTIC LAMINATE

PLASTER

PLUMBING

POUNDS PER LINEAR FOOT

PROTECTED MEMBRANE ROOFING

PANEL

PAINT OR PAINTED

POLISHED

PAIR

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT

PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER/ WASTE RECEPTACLE

PATCH TO MATCH

PARTITION

POLYVINYL CHLORIDE

PAVEMENT

PLYWOOD

QT

QTR

QTY

QUARRY TILE

QUARTER

QUANTITY

H

I

J

K

L

M

N

O

P

Q

R

RA

RCP

RD

REF

REFL

REG

REIN

REQ

RES

REV

RH

RM

RO

ROW

RSF

RADIUS OR RISER

RETURN AIR

REFLECTED CEILING PLAN

ROOF DRAIN

REFER OR REFERENCE

REFLECTED

REGISTER

REINFORCEMENT

REQUIRED

RESILIENT

REVERSE

ROBE HOOK

ROOM

ROUGH OPENING

RIGHT-OF-WAY

RESILIENT SHEET FLOORING

S

SA

SAN

SB

SC

SCHD

SD

SECT

SF

SFP

SH

SHT

SHTG

SIM

SKLT

SND

SNV

SP

SPEC

SPR

SQ

SR

SR/SC

SS

ST

STA

STC

STD

STL

STOR

STRU

SUSP

SYM

SYN

SYS

SOUTH

SUPPLY AIR

SANITARY

SPLASH BLOCK

SOLID CORE OR SHOWER CURTAIN

SCHEDULE OR SCHEDULED

SOAP DISPENSER

SECTION

SQUARE FOOT OR SQUARE FEET

SPRAYED FIREPROOFING

SPRINKLER HEAD

SHEET

SHEATHING

SIMILAR

SKYLIGHT

SANITARY NAPKIN DISPOSAL

SANITARY NAPKIN VENDOR

STANDPIPE

SPECIFIED OR SPECIFICATIONS

SINGLE PLY ROOFING

SQUARE

SHOWER ROD

SHOWER ROD/ SHOWER CURTAIN

STAINLESS STEEL

SOAP TRAY

STATION

SOUND TRANSMISSION CLASS

STANDARD

STEEL

STORAGE

STRUCTURE OR STRUCTURAL

SUSPENDED OR SUSPENSION

SYMBOL

SYNTHETIC

SYSTEM

T

TB

TBL

T&B

TC

TD

TEL

TERR

T&G

THK

THRU

TLT

TOC

TOD

TOF

TOI

TOJ

TOL

TOP

TOS

TOW

TPH

TR

TS

TTB

TV

TYP

TREAD OR TOP

TOWEL BAR

TOP OF BRICK LEDGE

TEST AND BALANCE

TOP OF CURB

TRENCH DRAIN

TELEPHONE

TERRAZZO

TONGUE & GROOVE

THICK OR THICKNESS

THROUGH

TOILET

TOP OF CONCRETE

TOP OF DECK

TOP OF FOOTING

TOP OF INSULATION

TOP OF JOIST

TOLERANCE

TOP OF PARAPET

TOP OF STEEL

TOP OF WALL

TOILET PAPER HOLDER

TELEPHONE RECEPTACLE

TOP OF SLAB

TELEPHONE TERMINAL BOARD

TELEVISION

TYPICAL

UCL

ULAY

UNO

UR

UNDER CABINET LIGHT

UNDERLAYMENT

UNLESS NOTED OTHERWISE

URINAL

VB

VCT

VERT

VP

VS

VT

VWC

VAPOR BARRIER

VINYL COMPOSITION TILE

VERTICAL

VENT PIPE

VENT SHAFT

VINYL TILE

VINYL WALLCOVERING

W W/

WB

WC

WCOT

WD

WDO

WH

WO

W/O

WP

WR

W/R

WS

WT

WWF

WEST OR WIDE OR WIDTH

WITH

WIND BRACE OR BRACING

WATER CLOSET

WAINSCOT

WOOD

WINDOW

WEEPHOLE

WINDOW OPENING

WITHOUT

WATERPROOFING

WASTE RECEPTACLE

WATER RESISTIVE OR RESISTANT

WEATHERSTRIPPING

WEIGHT

WELDED WIRE FABRIC

YD YARD

R

S

T

U

V

Y

W

= EQUAL

± PLUS OR MINUS

# POUND OR NUMBER

x TIMES

° DEGREES

' FOOT OR FEET

" INCH

- MINUS

+ PLUS

ABBREVIATIONS & NOTATIONS

ARCHITECTURAL - INDEX OF DRAWINGS

SHEET

NO SHEET TITLE

ISSUE DATE

ORIGINAL

ISSUE

LAST

REVISION

GENERAL

G-000 COVER SHEET 10 OCT 2025

G-001 PROJECT INFORMATION 10 OCT 2025

G-002 ADA / TAS STANDARDS 10 OCT 2025

GL-101 GENERAL - LIFE SAFETY PLAN - LEVEL 01 10 OCT 2025

PH-101 ARCHITECTURAL - OVERALL FLOOR PLAN & PHASING PLAN - LEVEL 01 10 OCT 2025

STRUCTURAL

S101 STRUCTURAL GENERAL CRITERIA 10 OCT 2025

S201 EXISTING OVERALL FLOOR PLAN 10 OCT 2025

S202 ENLARGED PARTIAL PLAN & DETAILS 10 OCT 2025

S203 ENLARGED PARTIAL FRAMING PLAN & DETAILS 10 OCT 2025

ARCHITECTURAL

AD-101 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - LEVEL 01 10 OCT 2025

ADC-101 ARCHITECTURAL - ENLARGED DEMOLITION CEILING PLAN - LEVEL 01 10 OCT 2025

A-401 ARCHITECTURAL - ENLARGED FLOOR PLAN - LEVEL 01 10 OCT 2025

A-402 ARCHITECTURAL - ENLARGED REFLECTED CEILING PLAN - LEVEL 01 10 OCT 2025

A-403 ARCHITECTURAL - ENLARGED INTERIORS PLAN - LEVEL 01 10 OCT 2025

A-404 ARCHITECTURAL - INTERIOR ELEVATIONS 10 OCT 2025

A-661 ARCHITECTURAL - ACCESSORY SCHEDULE AND MOUNTING HEIGHTS 10 OCT 2025

A-700 ARCHITECTURAL - CASEWORK DETAILS 10 OCT 2025

MEDICAL EQUIPMENT

MEQ-101 MEDICAL EQUIPMENT FLOOR PLAN - LEVEL 01 10 OCT 2025

MECHANICAL

M001 MECHANICAL GENERAL NOTES AND LEGENDS 10 OCT 2025

M101 MECHANICAL DEMOLITION PLAN -LEVEL 01 10 OCT 2025

M201 MECHANICAL PLAN -LEVEL 01 10 OCT 2025

M301 MECHANICAL DETAILS & SCHEDULES 10 OCT 2025

ELECTRICAL

E001 ELECTRICAL GENERAL NOTES AND LEGEND 10 OCT 2025

E101 ELECTRICAL DEMOLITION PLAN - LEVEL 01 10 OCT 2025

EL401 ELECTRICAL LIGHTING PLAN - LEVEL 01 10 OCT 2025

EP401 ELECTRICAL POWER PLAN - LEVEL 01 OVERALL 10 OCT 2025

EP402 ELECTRICAL POWER PLAN - LEVEL 01 10 OCT 2025

EZ501 ELECTRICAL DETAILS 10 OCT 2025

EZ601 ELECTRICAL SCHEDULES 10 OCT 2025

FIRE PROTECTION

FP001 FIRE PROTECTION GENERAL NOTES AND LEGEND 10 OCT 2025

FP101 FIRE PROTECTION DEMOLITION PLAN -LEVEL 01 10 OCT 2025

FP201 FIRE PROTECTION PLAN -LEVEL 01 10 OCT 2025

PLUMBING

P001 PLUMBING GENERAL NOTES AND LEGEND 10 OCT 2025

P101 PLUMBING DEMOLITION PLAN -LEVEL 01 10 OCT 2025

P201 PLUMBING UNDERSLAB PLAN 10 OCT 2025

P301 PLUMBING WASTE & VENT PLAN -LEVEL 01 10 OCT 2025

P401 PLUMBING SUPPLY PLAN -LEVEL 01 10 OCT 2025

Grand total: 37

Page Southerland Page, Inc.

ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING

Albany / Albuquerque / Atlanta / Austin / Boston / Charleston / Dallas / Denver /

Dubai / Houston / Los Angeles / Mexico City / New York City / Orlando / Phoenix /

Raleigh / Richmond / San Antonio / San Francisco / Tampa / Washington DC

DESCRIPTIONREVISION DATE

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1111 Louisiana Street, 26th Floor Houston, TX 77002 pagethink.com

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REVISION HISTORY

PROFESSIONAL SEALS

CLIENT

PROJECT

CHECKED BYDRAWN BY

PROJECT NUMBER ABBREVIATION

ORIGINAL ISSUE

SHEET NAME

SHEET NUMBER

A u to d e s k D o c s /4

.0 -H

H S

S

C P

A C

S S

C R

A D

R a d F lu o ro s c o p y R e p la c e m e n t/

.0

-A

-R A

D F lu o ro s c o p y R e p la c e m e n t R

F R o o m

-R

-C

E N

T R

A L

.r v t

/1 /2

:0 :3

P

M

Harris Health System

SCP ACS SC Rad Fluoroscopy Replacement (RF Room 1 & 2) 2525 Holly Hall

G-001

10 OCT 2025

ISSUE FOR CONSTRUCTION

BG

422089.07

CW

PROJECT INFORMATION

RF Room 1 & 2 m in m in m in

36 min m in X m in

48 min m in m in

60 min

12 min

36 min

12 min

WIDTH OF ACCESSIBLE

ROUTE FOR 90 ° TURN

WIDTH OF ACCESSIBLE ROUTE FOR

TURNS AROUND OBSTRUCTION

FIGURE 403.5.2

ACCESSIBLE ROUTE WIDTH FOR TURNS

FIGURE 304.3.2

WHEELCHAIR TURNING SPACE

NOTE: DASHED LINES INDICATE MIN. CLEAR SPACE REQUIRED ON

EACH ARM OF THE T-SHAPED SPACE TO COMPLETE THE TURN.

T-SHAPED SPACE FOR 180 ° TURN

10 max m in m a x m ax m ax

FIGURE 308.3.1

UNOBSTRUCTED SIDE REACH LIMIT

FIGURE 308.3.2

OBSTRUCTED SIDE

REACH LIMIT

24 max length de pt h

48 min m a x

60 min

FIGURE 305.7.2

CLEARANCE IN ALCOVE, PARALLEL APPROACH

FIGURE 305.5

CLEAR FLOOR SPACE, PARALLEL APPROACH

30 min de pt h

36 min width

FIGURE 305.7.1

CLEARANCE IN ALCOVE, FORWARD APPROACH

FIGURE 305.5

CLEAR FLOOR/GROUND SPACE,

FORWARD APPROACH

X < 20

X

CLEAR FLOOR / GROUND

SPACE SHALL EXTEND NO

MORE THAN 25 in (625 mm)

UNDER THE OBSTRUCTION

ITEM WITHIN SHADED

AREAS ARE WITHIN REACH

Y m ax

Y m ax

Z > X

FIGURE 308.2.2

FORWARD REACH OVER AN OBSTRUCTION

NOTE: X = REACH DEPTH

Y = REACH HEIGHT

Z = CLEAR KNEE SPACE.

Z IS THE CLEAR SPACE BELOW

THE OBSTRUCTIN, WHICH SHALL

BE AT LEAST AS DEEP AS THE

REACH DISTANCE X.

-1 eye level lap seat toe armrest handle a x m in

FIGURE 308.2.1

UNOBSTRUCTED FORWARD REACH LIMITS

DIMENSIONS - ADULT SIZE WHEELCHAIR

WHEELCHAIR APPROACHES

510-635

X=20-25

30 min m ax m ax si de a pp ro ac h fr on t a pp ro ac h

20 (508) max - front approach 10 (254) max - side approach m ax m ax si de a pp ro ac h fr on t a pp ro ac h adjustable range m in

STORAGE SHELVES AND CLOSETS

REF. 305 - CLEAR FLOOR/GROUND SPACE

REF. 308 - REACH RANGES

FIGURE 602.5

CANTILEVERED DRINKING FOUNTAINS AND WATER COOLERS (LOW)

REF. 305 - 309

NOTE: HIGH FOUNTAINS FOR STANDING PERSONS SHALL BE 38 (965) MIN. AND 43 (1090) MAX. AFF. HIGH FOUNTAINS SHALL PROVIDE CANE DETECTION ( OR BE LOCATED IN ALCOVE SO AS NOT TO PROTRUDE INTO WALKWAY)

SPOUT HGT. AND LEG CLEARANCE CLEAR FLOOR / GROUND SPACE

SPOUT LOCATION

m ax

17 min

8 min

11 min e xa ct ly m in

48 min m in

5 max

15 min

NOTE: EQUIPMENT PERMITTED WITHIN

SHADED AREA IF MOUNTED BELOW APRON.

30 min m in

Ø

FIGURE 305.3

CLEAR FLOOR SPACE FOR WHEELCHAIRS

REF. 304.3.1

WHEEL CHAIR TURNING SPACE

36 min m in

FIGURES 802.1.3 / 802.1.2 / 803.3.1

WIDTH, DEPTH, ALIGNMENT OF WHEELCHAIR SPACES AND

COMPANION SEATING IN ASSEMBLY AREAS

m in

FRONT OR REAR ENTRY SIDE ENTRY

33 min

33 min

TWO SPACES

NOTE: SHOULDERS OF PERSONS SETED SHALL ALIGN WITH

THOSE IN WHEELCHAIRS ( SHOULDERS OF PERSONS

IN WHEELCHAIRS ARE 36 (915) FROM FRONT OF CHAIR.

42 min 305 12 max

0-

-3

0-

-1

60 min

42 min

FIGURE 604.2 & 604.8.2

AMBULATORY ACCESSIBLE STALL

42 min

12 max

0-

-1

54 min

FIGURE 604.8.1.1

WHEELCHAIR ACCESSIBLE TOILET STALLS DOOR SWINGS OUT

m in m ax m in m ax

4 max 815

32 min ALTERNATE

DOOR

LOCATION

42 (1065) min LATCH

APPROACH ONLY,

OTHER APPROACHES

48 (1220) min

56 min

59 min wall mounted WC floor mounted WC m in

56 min

59 min wall mounted WC floor mounted WC m ax305

12 max

36 min

WHEELCHAIR ACCESSIBLE TOILET

STALLS DOOR SWING IN END OF ROW

12 max

42 min

0-

-3

180-230 7-9

0-

-4

54 min

T P d is pe ns er

FLUSH CONTROLS - REF: 604.6, 305, 309

* DISPENSER OUTLET MUST BE > 1.5

(38) BELOW GRAB BAR OR > 12"

ABOVE GRAB BAR. REF 604.7 & 609.3

FIGURE 604.4 - 604.7 & 609

WATER CLOSET SIDE VIEW

FIGURE 604.5.2

WATER CLOSET FRONT VIEW

12 min

405-455

16-18

24 min

* 36 min

0-

-3

NOTE: 24" GRAB BAR PERMITTED, CENTERED ON

WC, WHERE SPACE DOES NOT ALLOW DUE TO

LOCATION OF A RECESSED FIXTURE ADJ. TO WC.

* WHERE SPACE PERMITS, EXTEND

GRAB BAR ON TRANSER SIDE.

FIGURE 604.3.1

WC - CLEAR FLOOR SPACE

405-455

16-18

60 min in

CLEAR

FLOOR

SPACE

m ax m in

6 max m in m ax

8 min

11 min m in knee clearance toe clearance m irr or

FIGURE 606.3

LAVATORY CLEARANCE

REF: 606.2, 305,306

LAVATORIES AND SINKS CLEAR FLOOR SPACE

CLEAR

FLOOR

SPACE

m in

48 min

430-635

17-25 m in

-1

/2 m in m in

19 max

FIG. 607.2

CLEARANCE FOR BATHTUBS

m ax

12 max

24 min

24 max m in m in

CONTROL

END

HEAD

END

length of bathtub m in

CONTROL

END

HEAD

END

12 min

CLEAR

FLOOR

SPACE

seat

a) REMOVABLE SEAT

b) PERMANENT SEAT length of bathtub CLEAR

FLOOR

SPACE

380-405 15-16 min

15 min

12 min

FIG. 607.4.2

GRAB BARS & CONTROLS

BATHTUBS WITH REMOVABABLE SEAT

EQ EQ

CONTROL

AREA

0-

-3

6-

-1

0 305 12 max

24 min

24 max

0-

-1 se at h ei gh t

12 min

FIG. 607.4.1

GRAB BARS & CONTROLS

PERMANENT SEAT BATHTUBS

EQ EQ

CONTROL

AREA

0-

-3 6 se at h ei gh t

12 max

48 min 15"

5-

-1

0-

-1

FIG. 609.3

SIZE & SPACING OF GRAB BARS

1-

1/ m in m in

1-1/2

PROJECTING OBJECT

PROJECTING OBJECT

2.5 max

1.

m ax

560-585

22-23

5-

-1

380-405

15-16

FIG. 610.3

SHOWER SEAT DESIGN

m ax

F U

LL

D

E P

T H

O F

S T

A

LL

FIG. 608.5.2

GRAB BARS & CONTROLS IN ROLL-IN

TYPE SHOWER COMPARTMENTS

CONTROL

AREA

48 min

36 - exact to finish face e xa ct m in

FIG. 608.2.1 & 608.3.1

TRANSFER TYPE SHOWER COMPARTMENT

CONTROL

END

to fi ni sh fa ce

FIG. 608.2.2

ROLL-IN TYPE SHOWER COMPARTMENT

60 min m in seat m in

36 exact

15 max m in

0-

-3 6 12 m ax

FIG. 608.5.1

TRANSFER TYPE SHOWER

COMPARTMENT CONTROLS

to finish face

CONTROL

AREA

se at h ei gh t

CONTROL

AREA

a) WITHOUT SEAT b) WITH SEAT

27 max

0-

-1 9 96 m in m ax

NOTE: IN ROLL-IN TYPE SHOWERS WITHOUT SEAT, SHOWER

HEAD AND OPERABLE PARTS MAY BE LOCATED ON ANY WALL.

0-

-3

18 min

CONTROL

END

FIG. 404.2.4.1

MANUEVERING CLEARANCES AT MANUAL SWINGING DOORS & GATES

18 min m in

a) front approach, pull side m in

b) front approach, push side m in

b) front approach, push side - door provided with both closer & latch

12 min m in

d) hinge approach, pull side

36 min m in

e) hinge approach, pull side

42 min

f) hinge approach, push side

g) door provided with both closer & latch m in

22 min

24 min12 m in

h) latch approach, pull side

i) door provided with closer

j) latch approach, push side

k) door provided with closer m in

24 min

FIG. 404.2.4.2 & FIG.404.2.3

MANUEVERING CLEARANCES AT SLIDING DOORS, GATES, FOLDING DOORS AND OPENINGS WITHOUT DOORS m in

a) front approach b) side approach m in

c) pocket or hinge approach m in

22 min

d) stop or latch approach m in

24 min

32 min

32 min

32 min

32 min

FIG. 307.2

LIMITS OF PROTRUDING OBJECTS

4 max

5-

-3

EQ EQ

m ax x

12 min

FIG. 307.4

VERTICAL CLEARANCE

NOTE:

505.10.1 RAMP HANDRAILS EXTEND 12 min (305) BEYOND

RAMP RUN BOTH TOP & BOTTOM.

505.10.2 TOP EXT. - HOR. 12 MIN. DIRECTLY ABOVE 1ST RISER

NOSING.

505.10.3 BOTTOM EXT. - EXTENDS AT SLOPE OF THE STAIR

FLIGHT FOR A HOR. DISTANCE AT LEAST EQUAL TO

ONE TREAD DEPTH BEYOND THE LAST RISER

NOSING.

FIG. 404.2.6

DOORS & GATES IN SERIES

48 min

48 min 48"

FIG. 504.5

STAIR NOSINGS

a) radius of tread edge (typ) for all profiles b) angled riser c) curved nosing d) beveled nosing

R = 1/2 max

0-

-7

30° max

1-1/2 max

1-1/2 max

11 min

FIG. 505.5 & FIG. 505.6

HANDRAIL CLEARANCE GRIPPING

SURFACE & SUPPORTS

1-1/2 min *

1-

1/ m in

32 min m ax

36 min

FIG. 505.7.2

HANDRAIL CROSS SECTIONS

32-51

1 1/4 - 2 Ø

572 1 /4 m ax

2 1/4 max

4 - 6 1/4 perimeter 100-160

1' - 5 3/8"

NOTE: IT IS NOT REQUIRED THAT THE CLEAR

FLOOR SPACE IS CENTERED ON LAVATORY

2-

-1

NOTE: FLUSH CONTROL ON OPEN / TRANSER SIDE

* WHERE APPLICABLE, NFPA

REQUIRES 2-1/4" min.

NOTE: DIMENSIONS SHOWN APPLY WHEN X < 48".

ADA GENERAL NOTES

1. ENTITIES MUST COMPLY WITH THE REGULATIONS ISSUED BY FEDERAL AGENCIES, THE

U.S. DEPARTMENT OF JUSTICE AND THE U.S. DEPARTMENT OF TRANSPORTATION

UNDER THE AMERICANS WITH DISABILITIES ACT.

2. UNLESS OTHERWISE INDICATED ALL FIGURE NUMBERS REFER TO ILLUSTRATIONS IN

THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. THE MAJORITY OF OTHER

FIGURES AND NOTES REFER TO THE 2012 TEXAS ACCESSIBILITY STANDARDS (TAS) OF

THE ARCHITECTURAL BARRIERS DIVISION OF THE TEXAS DEPARTMENT OF LICENSING

AND REGULATION (TDLR).

3. THE FIGURES CONTAINED ON THIS SHEET ARE PROVIDED ONLY TO ILLUSTRATE SOME

OF THE CRITERIA IN THE STANDARD. THEY ARE NOT PART OF THE STANDARD AND THEY

ARE NOT INTENDED TO INTRODUCE CRITERIA THAT ARE NOT CONTAINED IN THE

STANDARD.

4. THE MINIMUM REQUIRED ACCESSIBILITY COMPLIANCE INCLUDES, BUT IS NOT LIMITED

TO, THE INFORMATION SHOWN WITHIN.

5. NOT ALL CONDITIONS SHOWN ON THIS SHEET MAY BE REQUIRED BY THIS PROJECT.

COMPARE THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS WITH THIS SHEET

FOR RELEVANCE OF INFORMATION.

6. DIMENSIONS INDICATED ARE THE MINIMUM CLEAR DIMENSIONS REQUIRED BY

ACCESSIBILITY GUIDELINES. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF

BUILDING ELEMENTS TO ASSURE THAT DIMENSIONS SHOWN ARE PROVIDED.

7. DIMENSIONS SHOWN AS FOLLOWS: INCHES ( CENTIMETERS )

8. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE

ARCHITECTURAL DRAWINGS AND THE INFORMATION GIVEN ON THIS SHEET.

9. DO NOT SCALE THESE DRAWINGS.

10. OUTDOOR SURFACES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON

WALKING SURFACES.

Page Southerland Page, Inc.

ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING

Albany / Albuquerque / Atlanta / Austin / Boston / Charleston / Dallas / Denver /

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1111 Louisiana Street, 26th Floor Houston, TX 77002 pagethink.com

TEL 713 665 5665

REVISION HISTORY

PROFESSIONAL SEALS

CLIENT

PROJECT

CHECKED BYDRAWN BY

PROJECT NUMBER ABBREVIATION

ORIGINAL ISSUE

SHEET NAME

SHEET NUMBER

A u to d e s k D o c s /4

.0 -H

H S

S

C P

A C

S S

C R

A D

R a d F lu o ro s c o p y R e p la c e m e n t/

.0

-A

-R A

D F lu o ro s c o p y R e p la c e m e n t R

F R o o m

-R

-C

E N

T R

A L

.r v t

/1 /2

:0 :3

P

M

Harris Health System

SCP ACS SC Rad Fluoroscopy Replacement (RF Room 1 & 2) 2525 Holly Hall

G-002

10 OCT 2025

ISSUE FOR CONSTRUCTION

BG

422089.07

NM

ADA / TAS STANDARDS

RF Room 1 & 2

A-401

PROJECT LIMITS

Page Southerland Page, Inc.

ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING

Albany / Albuquerque / Atlanta / Austin / Boston / Charleston / Dallas / Denver /

Dubai / Houston / Los Angeles / Mexico City / New York City / Orlando / Phoenix /

Raleigh / Richmond / San Antonio / San Francisco / Tampa / Washington DC

DESCRIPTIONREVISION DATE

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1111 Louisiana Street, 26th Floor Houston, TX 77002 pagethink.com

TEL 713 665 5665

REVISION HISTORY

PROFESSIONAL SEALS

CLIENT

PROJECT

CHECKED BYDRAWN BY

PROJECT NUMBER ABBREVIATION

ORIGINAL ISSUE

SHEET NAME

SHEET NUMBER

KEYPLAN

A u to d e s k D o c s /4

.0 -H

H S

S

C P

A C

S S

C R

A D

R a d F lu o ro s c o p y R e p la c e m e n t/

.0

-A

-R A

D F lu o ro s c o p y R e p la c e m e n t R

F R o o m

-R

-C

E N

T R

A L

.r v t

/1 /2

:0 :3

P

M

Harris Health System

SCP ACS SC Rad Fluoroscopy Replacement (RF Room 1 & 2) 2525 Holly Hall

GL-101

10 OCT 2025

ISSUE FOR CONSTRUCTION

BG

422089.07

NM, SH

GENERAL - LIFE SAFETY PLAN - LEVEL

RF Room 1 & 2

SCALE: 1/16" = 1'-0"1 LIFE SAFETY PLAN - LEVEL 01

(TOTAL CAPACITY = 1,140)

(TOTAL USED = 607)

FUNCTION OCCUP TYPE AREA(SF) LOAD FACTOR OCCUP LOAD

BUSINESS B 47,165 100 472

WAITING A3 1,763 15 118

MECH/STOR S 4,982 300 17

MAXIMUM TRAVEL

DISTANCE = 240'

(300' ALLOWED)

S1411

PATIENT

UPTAKE #1

S1409

PATIENT

UPTAKE #2

PATIENT

UPTAKE #3

S1405

STORAGE

S1403

PET/CT SCAN

S1400

VESTIBULE

S1413

PET

HOT LAB

S1406

DRESS

RM #2

S1410

PAT

TLT

S1408

PAT

TLT

S1404

DRESS

RM #1

S1401

PET CONTROL

S1501

MRI COMPUTER

ROOM

S1505

MRI SCAN 1.5T

S1500

MRI SUITE

VESTIBULE

S1504

MRI CONTROL

ROOM #2

S1407

S1603

NURSE

STATION

S1600

STAFF

WK AREA

S1605

CT SCAN #3

S1607

CT SCAN #2

S1609

CT SCAN #1

S1904

PAT

TLT

S1122

CT SIMULATOR

S1124

CT SIMULATOR

CONTROL

S1136A

MOLD/BLOCK

WORKROOM

UP

UP

STAIR B

ELEVATOR

LOBBY

ELEVS

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

VESTIBULE

LOBBY

WHEELCHAIR

STORAGE

STAIR A

CORRIDOR

CORRIDOR

SUPPORT

BOILER ROOM

ELECTRICAL

PLUMBING

ROOM

HSKP

M TOILET

F TOILET

MECH

STOR

SERVICE

ELEV #4

PAT

TLT

PAT

TLT

PAT

TLT

PAT

TLT

PAT

TLT

STAFF

TLT

STAFF

TLT

PAT

TLT

PAT

TLT

HSKP

STAFF

TLT

EMPLOYEE BREAK

STAFF LOUNGE

CAFETERIA

MATERIAL

STAGING

OFFICE

BUILDING

SOILED HOLD

SOILED

HOLDING

CLEAN

SUPPLY

FIRE

COMMAND

PAT PREP

DI READING

ROOM

ELECTRICAL

MRI SCAN 1.5T

VESTIBULE

CORRIDOR

PAT

TLT

MEN

LOCKERS

DRESS A

DRESS

B

DRESS

C

DRESS

D

MEN GOWNED

WAITING

DRESS

B

DRESS

C

DRESS

D

WOMEN

LOCKERS

DRESS

A

WOMEN GOWNED

WAITING

GEN RAD

SCAN RM #2

CONTROL

GEN RAD

SCAN RM #3

STORAGE

IT ROOM

CORRIDOR

CONFERENCE

ROOM ULTRASOUND #1

ULTRASOUND #2

ADMIN SUPPORT

STAFF

PHYSICIAN DIR

OUTPAT IMAGING

WK AREA

ULTRASOUND #3

DIRECTOR

BODY IMAGING

ULTRASOUND

READING RM

SWING OFFICE/

IMAGING PHYS

DIR IMAGING

SERVICES

IT/PACS

ANALYST

ULTRASOUND #4

WK

AREA

CLEAN

SUPPLY ULTRASOUND #5

PVT

CIRC

CORRIDOR

ELECTRICAL

CONSULT CONSULT

STAFF

LOCKERS

RT-IMAGING

STAFF LOUNGE

SOILED

HOLDING PHYSICS

STORAGE

SWING OFFICE

RAD ONCOLOGY DR

WOMEN GOWNED

WAITING

DRESS

A

DRESS

B

MEN GOWNED

WAITING

DRESS

A

PHYSICIST

PHYSICIST

DARK RM/

FUTURE OFFICE

OFFICE

PROFESSIONAL

WORKROOM

CLERICAL

WORK

VITALS

STOR

NURSE

STATION

CLEAN

SUPPLY

EXAM HEAD

& NECK #8

EXAM

PROCEDURES #5

EXAM #4

EXAM #3

EXAM #2

EXAM #1

BRACHYTHERAPY

CONTROL

BRACHYTHERAPY

ROOM

LINAC #1

CONTROL

LINAC #2

CONTROL

LINAC #3

CONTROL

LINEAR

ACCELERATOR #1 LINEAR

ACCELERATOR #2

LINEAR

ACCELERATOR #3

CONTROL

DRESS

B

SUB-WAITING

MANAGER

OFFICE

PHYSICIAN

DIRECTOR

STORAGE

PATIENT

HOLDING AREA

PATIENT

EDUCATION

RECEPTION/

CASHIER

RADIOLOGY PATIENT

SUPPORT TECH STATION

1A REGISTRATION

DROP-OFF/PICK-UP

WAITING

IMAGING

WAITING

RADIATION

WAITING

IT ROOM

STORAGE

CORRIDOR

PRE-ACTION

SYSTEM

CORRIDOR

CORRIDOR

PVT

CIRC

CORRIDOR

CORRIDOR

STAFF

TLT

SOILED

HOLDING

CORRIDOR

PAT

TLT

MRI CONTROL

ROOM #1

DOSIMETRY

WORK ROOM

S1002

S1909

S1909A

S1800

S1916

S1801

S1817

S1000

S1007A

S1911

S1005

S1821

S1809

S1300

S1924

S1926

S1928

S1906

S1905

S1907

S1614

S1004

S1239

S1235A

S1208A

S1218AS1126

S1139

S1141

S1148 S1150 S1152

S1209

S1915

S1914

S1913

S1912

S1610

S1612

S1902

S1601

S1606

S1608

S1503

S1007

S1822

S1234A

S1234

S1232A

S1232BS1232S1232D

S1230

S1233BS1233CS1233D

S1235

S1233A

S1233

S1225

S1225A

S1223

S1238

S1224

S1820

S1201

S1206

S1208

S1205

S1207

S1208B

S1210

S1211

S1216 S1213

S1215

S1217

S1218

S1222

S1221

S1220

S1219 S1812

S1135

S1143 S1156

S1137A

S1137

S1132 S1134

S1133

S1128

S1128A

S1128B

S1130

S1130A

S1136

S1140

S1142

S1236

S1144S1118

S1146

S1154

S1116

S1120

S1117

S1119

S1121

S1123

S1125

S1127

S1301A

S1301

S1302A S1303A S1304A

S1302 S1303

S1304

S1123A

S1130B

S1115

S1113

S1111

S1109

S1105 S1107

S1103 S1203

S1910

S1200

S1200AS1100

S1158

S1917B

S1900

S1157

S1808

S1807

S1810

S1237

S1803

S1412S1159

S1818

S1226B

S1502

S1138

ELEVATOR #1

ELEVATOR #2

ELEVATOR #3

FLOOR PLAN GENERAL NOTES

1. FOR FIRE AND LIFE SAFETY PLANS, REFER TO G1 DRAWINGS.

2. REFER TO A2 SERIES DRAWINGS, INTERIOR ELEVATIONS

3. REFER TO A6 SERIES FOR ALL PARTITIONS, DOORS, WINDOWS, AND ACCESSORIES.

4. ALL PARTITION DEIMESNIONS ARE TAKEN FROM THE CENTERLINE OF COLUMNS AND

TO THE DRYWALL FACE.

5. INSTALL BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED DEVICES.

A

6 7 7.3 7.6 84

B

C

D

E

F

G

321 9 10

A-401

A-403

GEN RAD

SCAN RM #1

1227A

CONTROL

R/F SCAN RM

#1

R/F SCAN RM

#2

DESCRIPTIONSYMBOL

FLOOR PLAN LEGEND

MATCH LINE

PARTITION TAG

REFER TO PARTITION SCHEDULE

BUILDING SECTION TAG

WALL SECTION TAG

EXTERIOR ELEVATION TAG

PLAN REFERENCE TAG

ROOM NAME

COLUMN GRID

DESIGNATIONS

KEYED NOTE

KEYED NOTES ONLY APPLY TO THIS SHEET

04 21 13.13.A01

SHEET REFERENCE

1 A-211 INTERIOR ELEVATION TAG

ROOM NUMBER

NEW DOOR

WITH DOOR TAG

REF DOOR SCHED

NEW WINDOW

WITH WINDOW MARK

REF GLAZING ELEVATIONS

A-431

MATCHLINE

REF /01 A101

A1 X

SMOKE PARTITION

1-HOUR FIRE WALL, FIRE BARRIER, OR FIRE PARTITION

1-HOUR FIRE-RATED SMOKE BARRIER

2-HOUR FIRE WALL, FIRE BARRIER, OR FIRE PARTITION

2-HOUR FIRE-RATED SMOKE BARRIER

A-201

A-301

1002 28

A

ROOM NAME

3-HOUR FIRE WALL, FIRE BARRIER, OR FIRE PARTITION

DESCRIPTIONSYMBOL

PHASING PLAN LEGEND

PHASE 1 DEMARCATION AREA

PHASE 2 DEMARCATION AREA

PHASE 3 DEMARCATION AREA

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N A

M E

D A

T E

S T

A M

P

1111 Louisiana Street, 26th Floor Houston, TX 77002 pagethink.com

TEL 713 665 5665

REVISION HISTORY

PROFESSIONAL SEALS

CLIENT

PROJECT

CHECKED BYDRAWN BY

PROJECT NUMBER ABBREVIATION

ORIGINAL ISSUE

SHEET NAME

SHEET NUMBER

A u to d e s k D o c s /4

.0 -H

H S

S

C P

A C

S S

C R

A D

R a d F lu o ro s c o p y R e p la c e m e n t/

.0

-A

-R A

D F lu o ro s c o p y R e p la c e m e n t R

F R o o m

-R

-C

E N

T R

A L

.r v t

/1 /2

:0 :2

P

M

Harris Health System

SCP ACS SC Rad Fluoroscopy Replacement (RF Room 1 & 2) 2525 Holly Hall

PH-101

10 OCT 2025

ISSUE FOR CONSTRUCTION

BG

422089.07

NM, SH

ARCHITECTURAL - OVERALL FLOOR

PLAN & PHASING PLAN - LEVEL 01

RF Room 1 & 2

SCALE: 1/16" = 1'-0"1 ARCHITECTURAL - OVERALL FLOOR PLAN - LEVEL 01

A. THESE NOTES APPLY TO STRUCTURAL DOCUMENTS SEALED BY THE STRUCTURAL ENGINEER AND ARE INTENDED TO BE COMPLIMENTARY TO AND USED IN CONJUNCTION WITH THE PLANS AND SPECIFICATIONS, INCLUDING THOSE PREPARED BY OTHER DISCIPLINES. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER IMMEDIATELY. ANY SUCH DISCREPANCIES SHALL BE RESOLVED TO THE MORE

STRINGENT REQUIREMENTS, UNLESS OTHERWISE AUTHORIZED BY ARCHITECT/ENGINEER.

B. IT IS THE INTENT OF THE STRUCTURAL DOCUMENTS TO DESCRIBE A FUNCTIONALLY COMPLETE STRUCTURAL PROJECT. ALL LABOR, DOCUMENTATION, SERVICES, MATERIALS, OR EQUIPMENT THAT MAY BE REASONABLY INFERRED FROM THESE DOCUMENTS OR FROM PREVAILING CUSTOM OR TRADE USAGE AS BEING REQUIRED TO PRODUCE THE INTENDED RESULT, WHETHER OR NOT SPECIFICALLY CALLED FOR, SHALL

BE PROVIDED AT NO ADDITIONAL COST TO OWNER.

C. ANY DISCREPANCIES ON THE STRUCTURAL DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT/STRUCTURAL ENGINEER PRIOR TO SUBMISSION OF BIDS OR PROPOSALS, OR IF NOT REASONABLY DISCERNABLE DURING PREPARATION OF BIDS AND PROPOSALS, BEFORE COMMENCING THE WORK IN QUESTION. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT

PRIOR APPROVAL OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. NO CHANGE ORDER

CONSIDERATION WILL BE GIVEN TO CHANGES FOR WHICH THE ARCHITECT AND STRUCTURAL ENGINEER

WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM.

D. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FROM, OR MODIFICATION TO THE STRUCTURE OR ANY PART OF THE STRUCTURE DESCRIBED IN THESE DOCUMENTS SHALL BE SUBMITTED IN WRITING TO THE

ARCHITECT/ENGINEER FOR REVIEW.

E. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY PROGRAMS AND PRECAUTIONS IN CONNECTION WITH THE WORK, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORK, OTHER PROPERTY, THE WORKMEN AND OTHER PERSONS DURING DEMOLITION AND

CONSTRUCTION.

F. SITE OBSERVATION VISITS, IF MADE BY ENGINEER, ARE MADE FOR THE PURPOSE OF DETERMINING, FOR THE BENEFIT OF THE OWNER, THAT THE WORK IS GENERALLY PROCEEDING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SITE OBSERVATIONS ARE NOT INTENDED TO BE EXHAUSTIVE OR DETAILED INSPECTIONS OF CONTRACTOR'S WORK. CONTRACTOR RETAINS SOLE RESPONSIBILITY TO CONSTRUCT THE

WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, AND APPLICABLE REGULATIONS.

G. CONSTRUCTION MATERIALS OR EQUIPMENT SHALL NOT BE STORED OR OPERATED ON FLOORS OR ROOFS IN EXCESS OF THE DESIGN LOADS INDICATED ON THE DRAWINGS. IMPACT SHALL BE AVOIDED WHEN PLACING

MATERIALS ON FLOOR OR ROOFS.

H. REFER TO WALL SECTIONS AND ELEVATIONS FOR ADDITIONAL REINFORCEMENT, INSERTS, ANCHORS, ETC.

REFER TO DRAWINGS AND SPECIFICATIONS FOR WATERPROOFING, FLASHING, METAL EXPANSION JOINTS, CAULKING, SEALANTS, ETC. CONTRACTOR SHALL COMPARE THE STRUCTURAL SECTIONS WITH THE ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER PRIOR TO

COMPLETION OF THE SHOP DRAWINGS.

I. NOT ALL OPENINGS AND OTHER COMPONENTS THAT ARE REQUIRED HAVE BEEN SHOWN IN THE

STRUCTURAL DRAWINGS. COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND

ELECTRICAL DRAWINGS AND VERIFY THE LOCATIONS AND SIZES OF ALL CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS AND OTHER PROJECT REQUIREMENTS. FLOOR PLAN WILL BE

FURNISHED FOR THAT PURPOSE.

J. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS TO DETERMINE WHERE OPENINGS ARE REQUIRED IN REINFORCED CONCRETE

BEAMS, SLABS AND WALLS.

K. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DETAILING ALL THE OPENINGS, INCLUDING ADDED REINFORCEMENT AS SHOWN ON THE TYPICAL WALL, SLAB AND BEAM OPENING DETAILS FOR REVIEW.

L. ADDITIONAL REINFORCEMENT ABOVE THAT SHOWN IN THE TYPICAL SLAB AND BEAM OPENING DETAILS MAY

BE REQUIRED AND WILL BE REVIEWED ON THE SHOP DRAWINGS.

M. USE THE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR THE EQUIPMENT

ANCHORAGE AND DETAILS.

N. ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO FACILITATE CONSTRUCTION SHALL BE LOCATED AND

DETAILED ON THE SHOP DRAWINGS FOR REVIEW.

O. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN BEAMS UNLESS SHOWN ON THE

STRUCTURAL DRAWINGS.

P. ALL CONSTRUCTION AND CONTROL JOINTS FOR BEAMS WHICH ARE EXPOSED TO VIEW ARE TO BE LOCATED TO COINCIDE WITH THE ARCHITECTURAL RUSTICATION JOINTS AS SHOWN ON THE BUILDING ELEVATION

SHEETS OR AS REVIEWED IN WRITING.

Q. SHOP DRAWINGS:

1. THE TERM "SHOP DRAWINGS" INCLUDES FABRICATION, MANUFACTURING, ERECTION AND

SETTING DRAWINGS, BROCHURES, CERTIFICATES, AND PRODUCT DATA DESCRIBING

MATERIALS AND EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE ALL PERTINENT

INFORMATION REQUIRED FOR THE ENGINEER TO FULLY EVALUATE THE MATERIALS BEING

REPRESENTED BY THE SUBMITTAL INCLUDING THE PHYSICAL PROPERTIES, DIMENSIONS,

LOCATIONS AND METHOD OF INSTALLATION.

2. SHOP DRAWINGS WILL BEAR THE REVIEW STAMP OF THE CONTRACTOR INDICATING THAT HE

HAS REVIEWED THE DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS;

COORDINATED ITEMS INCLUDED IN THE SUBMITTAL WITH RELATED ITEMS; AND VERIFIED AND

COORDINATED DIMENSIONS.

3. REPRODUCTIONS OF THE ENGINEERING DRAWINGS WILL NOT BE ACCEPTABLE AS SHOP

DRAWINGS.

4. ANY SHOP DRAWING NOT CONFORMING TO THESE REQUIREMENTS WILL BE CAUSE FOR

REJECTION AND WILL BE RETURNED WITHOUT ANY FURTHER ACTION.

GENERAL NOTES FOR CONSTRUCTION EXCAVATION, BACKFILLING & FOUNDATIONS

A. A GEOTECHNICAL EXPLORATION OF SUBSURFACE CONDITIONS, CONTAINING TEST BORINGS, LABORATORY TEST, ENGINEERING ANALYSIS AND FOUNDATION RECOMMENDATIONS IS NOT AVAILABLE FOR REVIEW. PAD

HAS BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 1000 PSF.

B. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION SO THAT PONDING OF WATER DOES NOT

OCCUR IN THE BUILDING AREA.

NORMAL WEIGHT

BUILDING COMPONENT

3000 4000

28 DAY CYLINDER COMPRESSIVE STRENGTH

POUNDS PER SQUARE INCH(PSI)

SLUMP

(IN)

MAX

AGGREGATE

SIZE (IN)

W/C

RATIO

CONCRETE

A. CONCRETE SCHEDULE

B. PROVIDE DEFORMED NEW BILLET STEEL BARS CONFORMING TO ASTM A615, GRADE 60. ALL

REINFORCING STEEL SHALL BE SECURELY HELD IN PLACE; PROVIDE ADDITIONAL BARS OR STIRRUPS FOR

SUPPORT AS REQUIRED.

C. WELDED WIRE FABRIC SHALL CONSIST OF FLAT SHEETS AND SHALL CONFORM TO ASTM A185, WITH A

MINIMUM YIELD STRENGTH OF 65.0 KSI

D. PROVIDE FULL EMBEDMENT WITH STANDARD 90 DEGREE HOOKS FOR ALL DOWELS. IF NOT OTHERWISE

SPECIFIED, THE DOWEL SIZE AND SPACING SHALL BE THE SAME AS THE MAIN REINFORCING.

E. WHEN REINFORCING STEEL IN GRADE BEAMS, WALLS, SLABS AND BEAMS, IS NOTED AS CONTINUOUS, SPLICE REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. STAGGER ALL SPLICES

A MINIMUM OF 4'-0". ADJACENT BAR SPLICES ARE NOT ACCEPTABLE.

LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS OR BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED OTHERWISE ON

PLANS, DETAILS OR SCHEDULES.

F. PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED CORNER BARS AT ALL CORNERS TO MATCH

THE SIZE, TYPE AND SPACING OF THE WALL AND GRADE BEAM HORIZONTAL REINFORCING.

G. UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE, PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN NOTE H. BELOW. THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT LENGTHS NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE DRAWINGS OR SPECIFICATIONS.

H. REINFORCING BAR DEVELOPMENT LENGTHS (Ld) IN INCHES FOR VARIOUS CONCRETE STRENGTHS IN POUNDS PER SQUARE INCH (PSI). TOP BARS ARE DEFINED AS HORIZONTAL REINFORCING SO PLACED IN A MEMBER THAT MORE THAN 12 INCHES OF CONCRETE IS CAST BELOW THE BAR. ALL OTHER CONDITIONS

ARE CONSIDERED BOTTOM BARS FOR DEVELOPMENT AND SPLICE LENGTH PURPOSES.

J. PROVIDE LAP SPLICE LENGTHS FOR REINFORCING BARS 1.3 TIMES THE Ld NOTED IN NOTE H ABOVE.

1. WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE SHALL GOVERN

THE LAP LENGTH UNLESS SPECIFICALLY NOTED.

2. WELDED OR MECHANICAL SPLICES CAPABLE OF DEVELOPING 125% OF THE BAR YIELD

STRENGTH MAY BE USED IN LIEU OF THE LAPS. SUCH SPLICES MAY BE EITHER FULL BUTT

WELDS OR SERIES "C CADWELDS OR EQUAL."

K. THE GENERAL NOTES, LAP LENGTHS OR DETAILS PERTAINING TO REINFORCING STEEL AS SHOWN ON THE DETAIL SHEETS OR OTHER SCHEDULES SHALL SUPERSEDE THE NOTES SHOWN ON THIS SHEET.

L. PROVIDE THE FOLLOWING COVER FOR CAST-IN-PLACE CONCRETE REINFORCING.

1. UNFORMED SURFACES IN CONTACT WITH EARTH: 3 INCHES

2. UNFORMED SURFACES OVER MOISTURE BARRIER: 2 INCHES

3. FORMED SURFACES EXPOSED TO EARTH OR WEATHER

a. #6 AND LARGER: 2 INCHES

b. #5 AND SMALLER: 1 1/2" INCHES

4. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER

a. SLABS AND WALLS: 3/4 INCHES

b. BEAMS AND COLUMNS 1 1/2 INCHES

BAR SIZE

GRADE 60

#8 #9

#10 #11

#7

#4 #5

#3

#6

3000 50004000 40003000 5000 6000

Ld FOR TOP BARS

28 DAY CYLINDER

CONCRETE STRENGTH (PSI)

Ld FOR BOTTOM BARS

28 DAY CYLINDER

CONCRETE STRENGTH (PSI)

A. A GEOTECHNICAL EXPLORATION OF SUBSURFACE CONDITIONS, CONTAINING TEST BORINGS,

LABORATORY TEST, ENGINEERING ANALYSIS AND FOUNDATION RECOMMENDATIONS, IS AVAILABLE

FOR REVIEW.

B. EMPLOYMENT OF A TESTING LABORATORY IN NO WAY RELIEVES THE CONTRACTOR OF ANY

OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

C. CONTRACTOR RESPONSIBILITIES:

1. DELIVER TO LABORATORY AT DESIGNATED LOCATION ADEQUATE SAMPLES OF

MATERIALS PROPOSED TO BE USED WHICH REQUIRE TESTING, TOGETHER WITH

PROPOSED MIX DESIGNS.

2. COOPERATE WITH LABORATORY PERSONNEL AND PROVIDE ACCESS TO WORK AND

TO MANUFACTURER'S FACILITIES.

3. PROVIDE INCIDENTAL LABOR AND FACILITIES TO PROVIDE ACCESS TO WORK TO BE

TESTED, TO OBTAIN AND HANDLE SAMPLES AT THE SITE OR AT SOURCE OF

PRODUCTS TO BE TESTED, TO FACILITATE TEST AND INSPECTIONS AND FOR STORAGE

AND CURING OF TEST SAMPLES.

4. NOTIFY LABORATORY OF MATERIAL SOURCES AND FURNISH NECESSARY

QUANTITIES OF REPRESENTATIVE SAMPLES OF MATERIALS PROPOSED FOR USE

WHICH ARE REQUIRED TO BE TESTED.

5. NOTIFY ARCHITECT AND LABORATORY 24 HOURS PRIOR TO EXPECTED TIME FOR

OPERATIONS REQUIRING INSPECTION AND TESTING SERVICES.

6. ADVISE LABORATORY IN A TIMELY FASHION TO COMPLETE REQUIRED INSPECTION

AND TESTING PRIOR TO SUBSEQUENT WORK BEING PERFORMED.

7. PAY FOR ALL SUBSEQUENT RE-TESTING OF PRODUCTS OR SYSTEMS FOUND TO BE

DEFECTIVE OR OTHERWISE NOT IN ACCORDANCE WITH SPECIFICATION

REQUIREMENTS. REMOVE REJECTED PRODUCTS AND REPLACE WITH PRODUCTS OF

SPECIFIED QUALITY.

D. SPECIAL INSTRUCTIONS:

1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTOR(S) TO PROVIDE

INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF CONSTRUCTION

LISTED IN THIS SECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON

WHO SHALL DEMONSTRATE COMPETENCE TO THE INSPECTIONS BEING PERFORMED

TO THE SATISFACTION OF THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL.

THE SPECIAL INSPECTOR SHALL HAVE EXPERIENCE WITH AT LEAST FIVE OTHER

PROJECTS SIMILAR IN NATURE.

2. THE PURPOSE OF THE INSPECTIONS SHALL BE TO ENFORCE COMPLIANCE WITH THE

CONSTRUCTION DRAWINGS, SPECIFICATIONS, GEOTECHNICAL REPORT AND THE 2021

INTERNATIONAL BUILDING CODE (IBC), SECTION 1704.

3. THE FOLLOWING ITEMS REQUIRE INDIVIDUAL TESTS & INSPECTIONS BY THE SPECIAL

INSPECTOR AS OUTLINED IN CHAPTER 17 OF THE IBC.

CONCRETE COMPRESSIVE STRENGTH TESTS

CONCRETE SLUMP TESTS

CONCRETE AIR CONTENT TESTS

NOTES:

1. PROVIDE A SET OF 4 TEST SAMPLES FOR EVERY 75 CY OF BUT NOT LESS THAN 1

TEST SAMPLE FOR EVERY 5,000 SF OF SLAB OR WALL SURFACE AREA. MONITOR

SLUMP AND AIR CONTENT OF CONC. AND NOTIFY DELIVERY DRIVER IF SLUMP

DEVIATES MORE THAN 1" FROM SPEC'D VALUE.

2. ALL DRILLED AND EPOXIED ANCHORS (REBAR, BOLTS, THREADED RODS ETC.)

SHALL BE PULL TESTED TO 110% FOR NO LESS THAN 3 MIN.

3. ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE WILL BE PERFORMED TO

DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED

REQUIREMENTS.

4. CORRECT DEFICIENCIES IN WORK THAT TEST REPORTS AND INSPECTIONS

INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS.

5. PROVIDE THE ENGINEER OF RECORD (EOR) COPIES OF ALL SPECIAL INSPECTIONS

SO A SPECIAL INSPECTIONS REPORT CAN BE PREPARED FOR OBTAINING A

CERTIFICATE OF OCCUPANCY.

INDEPENDENT TESTING LABORATORY & SPECIAL INSPECTIONS

A. CONDUCT DEMOLITION OPERATIONS IN EXTREMELY CAREFUL MANNER IN ORDER TO PREVENT ANY

DAMAGES TO ALL EXISTING CONSTRUCTION AND TO MINIMIZE INTERFERENCE WITH ADJACENT

**STRUCTURES**

B. PREVENT THE MOVEMENT, SETTLEMENT, DAMAGE OR INJURY TO ADJACENT STRUCTURES, PROVIDE & PLACE BRACING OR SHORING & BE RESPONSIBLE FOR THE SAFETY AND SUPPORT OF THE ADJACENT STRUCTURES, ASSUME FULL LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY.

C. CEASE OPERATIONS & NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF SAFETY ADJACENT STRUCTURES APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO SUPPORT EXISTING STRUCTURES

PROPERLY. DO NOT RESUME OPERATIONS UNTIL THE FULL SAFETY IS RESTORED.

D. PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF ADJACENT SERVICES, SIDEWALKS, DRIVEWAYS & TREES. ASSUME FULL LIABILITY FOR SUCH MOVEMENT, SETTLEMENT OR COLLAPSE. REPAIR DAMAGE

PROMPTLY AT NO COST TO THE OWNER.

E. DEMOLISH INDICATED STRUCTURES & APPURTENANCE IN AN ORDERLY AND CAREFUL MANNER.

F. PERFORM DEMOLITION IN ACCORDANCE WITH THE APPLICABLE AUTHORITIES HAVING JURISDICTION.

G. REMOVE FOUNDATION WALLS & FOOTINGS AS INDICATED ON DEMOLITION DRAWINGS TO A MINIMUM 3'

FEET BELOW FINISH GRADE.

H. REPAIR ANY DEMOLITION PERFORMED IN EXCESS OF THAT INDICATED, AT NO COST TO THE OWNER OR

THE ARCHITECT/ENGINEER.

I. REPAIR DAMAGE TO ADJACENT STRUCTURES CAUSED AS THE RESULT OF THIS WORK AT NO COST TO

THE OWNER OF THE ARCHITECT/ENGINEER.

DEMOLITION

CONCRETE TRENCH 4-61" 0.50

STRUCTURAL CONCEPT, STANDARDS AND LOADS

A. DESIGN CONCEPT:

1. THE STRUCTURE AS SHOWN HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING

CODE REQUIREMENTS AND DESIGN STANDARDS TO SUPPORT THE FINAL BUILDING

SERVICE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL

SUPPORTS FOR THE STRUCTURE IF NECESSITATED BY THE CONSTRUCTION SEQUENCE

OR METHODS OF FABRICATION, HANDLING, ERECTION, AND OTHER CONSTRUCTION

OPERATIONS.

B. BUILDING CODES AND DESIGN STANDARDS:

1. INTERNATIONAL BUILDING CODE, 2021 EDITION.

2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); MINIMUM DESIGN LOADS FOR BUILDINGS

AND OTHER STRUCTURES, ASCE 7-22, AS AMENDED.

3. AMERICAN CONCRETE INSTITUTE (ACE), BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE, ACI 318, AS AMENDED.

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL

CONSTRUCTION, 15TH EDITION (ASD), 2005, AS AMENDED.

5…