8-Drawings.pdf

Page Southerland Page, Inc.

ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING

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

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

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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

1100 Louisiana, Suite One Houston, TX 77002 pagethink.com

TEL 713.871.8484

FAX 713.871.8440

MEP/T Engineer

MEPCE, Inc.

4396 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

03/12/2026A u to d e s k D o c s /4

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Ben Taub Nuclear Medicine Gamma Camera & SPECT/CT

ISSUED FOR CONSTRUCTION

4800 Fournace Place Bellaire, TX 77401

Harris Health System

422089.03

12 MAR 2026

1504 Taub Loop Houston, Texas 77030

.0

B en T au b

N uc le ar

M ed ic in e G am m a C am er a

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PROJECT DESCRIPTION:

NUCLEAR MEDICINE DEPARTMENT RENOVATION INCLUDING THE INSTALLATION OF 2 GAMMA

CAMERAS AND 2 SPECT/CT, ROOM RECONFIGURATION TO ADD PATIENT HOLDING BAYS AND A SOILED UTILITY ROOM, AND TO PROVIDE ACCESSIBLE TOILET AND DRESSING ROOMS. THE EXISTING DRINKING FOUNTAIN WILL BE REMOVED AND A NEW HI-LO ACCESSIBLE DRINKING FOUNTAIN WILL BE PROVIDED.

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 3/4 INCH MINIMUM, U.N.O.

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

PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION.

19. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED TO PARTITION 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 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. 20, 45, and 90 MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED.

7. 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.

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

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

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

CODE REGULATIONS.

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

12. 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.

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

14. 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.

15. 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 AND MEP ENGINEER 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.

TOP OF ALL DOOR FRAMES MUST BE PAINTED SIMILARLY AS THE ENTIRE DOOR FRAME.

POWER & TELCOM NOTES

PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND LOW VOLTAGE

CONSULTANT 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.

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.

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.

8.

1.

2.

3.

4.

5.

6.

7.

FIRE PROTECTION NOTES

BT Nuclear Medicine Gamma Camera & SPECT/CT

1504 Taub Loop Houston, Texas 77030

HOUSTON, TEXAS

2021 INTERNATIONAL BUILDING CODE (WITH HOUSTON AMENDMENTS)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (WITH HOUSTON

AMENDMENTS)

2023 NATIONAL ELECTRICAL CODE (STATE MANDATED)

2021 UPC, UNIFORM PLUMBING CODE (WITH HOUSTON AMENDMENTS)

2021 UMC, UNIFORM MECHANICAL CODE (WITH HOUSTON AMENDMENTS)

2021 IFC, INTERNATIONAL FIRE CODE (WITH HOUSTON AMENDMENTS)

2012 NFPA 101 LIFE SAFETY CODE AND NFPA 99

Americans with Disabilities Act, 28 CFR Part 35 Non-Discrimination on the Basis of Disability In State And Local Government Services.

Texas Department of Licensing and Regulation, Texas Accessibility Standards, Elimination of Architectural Barriers Texas Government Code Chapter 469, 2012 TAS.

Texas Department of State Health Services, Title 25, Texas Administrative Code, Chapter 133, Hospital Licensing Rules, (Last Updated: June 14, 2024) with Amendments.

TBD

INTERIOR RENOVATION, IMAGING EQUIPMENT REPLACEMENT AND

COSMETIC UPGRADES TO A NUCLEAR MEDICINE DEPARTMENT IN A

HOSPITAL.

PROJECT TITLE:

PROJECT ADDRESS:

JURISDICTION:

BUILDING CODES:

TDLR NUMBER:

PROJECT DESCRIPTION:

LOCATION MAP

PROJECT LOCATION

ARCHITECTURAL - INDEX OF DRAWINGS

SHEET

NO SHEET TITLE

ISSUE DATE

ORIGINAL

ISSUE

LAST

REVISION

GENERAL

G-000 COVER SHEET 12 MAR 2026

G-001 GENERAL - PROJECT INFORMATION 12 MAR 2026

G-002 ADA / TAS STANDARDS 12 MAR 2026

G-021 GENERAL - UL ASSEMBLIES 12 MAR 2026

G-022 GENERAL - UL ASSEMBLIES 12 MAR 2026

GL-106 LIFE SAFETY PLAN - LEVEL 06 12 MAR 2026

GP-106A ARCHITECTURAL PHASING PLAN - LEVEL 06 12 MAR 2026

STRUCTURAL

S-101 STRUCTURAL GENERAL CRITERIA 12 MAR 2026

S-201 EXISTING FRAMING PLAN - LEVEL 06_AREA 3 12 MAR 2026

S-202 EXISTING ROOF FRAMING PLAN - AREA 3 12 MAR 2026

ARCHITECTURAL

AD-106A ARCHITECTURAL - DEMOLITION PLAN - LEVEL 06 12 MAR 2026

A-106A ARCHITECTURAL - FLOOR PLAN 12 MAR 2026

A-107 ARCHITECTURAL - FLOOR PLAN 12 MAR 2026

AI-106A ARCHITECTURAL - FURNITURE PLAN - LEVEL 06 12 MAR 2026

AC-105A ARCHITECTURAL EXISTING REFLECTED CEILING PLAN - LEVEL 05 12 MAR 2026

AC-106A ARCHITECTURAL REFLECTED CEILING PLAN - LEVEL 06 12 MAR 2026

A-211 ARCHITECTURAL - INTERIOR ELEVATIONS 12 MAR 2026

A-212 ARCHITECTURAL - INTERIOR ELEVATIONS 12 MAR 2026

A-213 ARCHITECTURAL - INTERIOR ELEVATIONS 12 MAR 2026

A-214 ARCHITECTURAL - INTERIOR ELEVATIONS Copy 1 12 MAR 2026

A-601 ARCHITECTURAL - PARTITION SCHEDULE 12 MAR 2026

A-602 ARCHITECTURAL - INTERIOR DETAILS 12 MAR 2026

A-611 ARCHITECTURAL - DOOR SCHEDULE AND DETAILS 12 MAR 2026

A-681 ARCHITECTURAL - INTERIORS FINISH SCHEDULE 12 MAR 2026

A-701 ARCHITECTURAL - CASEWORK DETAILS 12 MAR 2026

EG-600.03 EXISTING SIGNAGE DEMO PLAN, LEVEL 1 (ENLARGED) 12 MAR 2026

EG-601.03 SIGNAGE LOCATION PLAN, LEVEL 6 12 MAR 2026

FIRE

FP001 FIRE PROTECTION GENERAL NOTES AND LEGEND 12 MAR 2026

FP101 FIRE PROTECTION DEMOLITION PLAN -LEVEL 6 12 MAR 2026

FP201 FIRE PROTECTION PLAN - LEVEL 6 12 MAR 2026

FX501 FIRE PROTECTION DETAILS 12 MAR 2026

PLUMBING

P-001 PLUMBING GENERAL NOTES AND LEGEND 12 MAR 2026

PD-101 PLUMBING DEMOLITION PLAN - LEVEL 5 12 MAR 2026

PD-102 PLUMBING DEMOLITION PLAN - LEVEL 6 12 MAR 2026

PP-101 PLUMBING WASTE & VENT PLAN - LEVEL 5 12 MAR 2026

PP-102 PLUMBING WASTE & VENT PLAN - LEVEL 6 12 MAR 2026

PS-101 PLUMBING SUPPLY PLAN - LEVEL 5 12 MAR 2026

PS-102 PLUMBING SUPPLY PLAN - LEVEL 6 12 MAR 2026

PU-101 PLUMBING MEDICAL GAS PLAN -LEVEL 6 12 MAR 2026

PZ-501 PLUMBING SCHEDULES 12 MAR 2026

PZ-502 PLUMBING SCHEDULES 12 MAR 2026

PZ-601 PLUMBING SCHEDULES 12 MAR 2026

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND LEGENDS 12 MAR 2026

MD-101 MECHANICAL DEMOLITION PLAN -LEVEL 6 12 MAR 2026

MH-101 MECHANICAL PLAN -LEVEL 6 12 MAR 2026

MH-102 MECHANICAL PLAN - LEVEL 6 -OVERALL 12 MAR 2026

MH-103 MECHANICAL PLAN -ROOF PLAN 12 MAR 2026

MZ-501 MECHANICAL DETAILS 12 MAR 2026

MZ-601 MECHANICAL SCHEDULES 12 MAR 2026

MZ-801 MECHANICAL CONTROLS 12 MAR 2026

MZ-802 MECHANICAL CONTROLS 12 MAR 2026

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND LEGEND 12 MAR 2026

ED-101 ELECTRICAL DEMOLITION PLAN - LEVEL 6 12 MAR 2026

EL-101 ELECTRICAL LIGHTING PLAN - LEVEL 6 12 MAR 2026

EP-101 ELECTRICAL POWER PLAN - LEVEL 6 12 MAR 2026

EP-102 ELECTRICAL POWER PLAN - ROOF PLAN 12 MAR 2026

EZ-501 ELECTRICAL DETAILS 12 MAR 2026

EZ-601 ELECTRICAL SCHEDULES 12 MAR 2026

EZ-602 ELECTRICAL SCHEDULES 12 MAR 2026

TECHMOLOGY

TN-001 TECHNOLOGY GENERAL NOTES AND LEGEND 12 MAR 2026

TN-101 TECHNOLOGY PLAN - LEVEL 6 12 MAR 2026

TN-501 TECHNOLOGY DETAILS 12 MAR 2026

MEQ

EQ-106 MEDICAL EQUIPMENT FLOOR PLAN -LEVEL 06 12 MAR 2026

Grand total: 63

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

Medical Equipment Planning

SSR Inc.

900 Threadneedle St.

Ashford 7, Suite 600

713-784-8211

Houston, TX 77079

MEP/T ENGINEERING

MEPCE, Inc.

4396 Yoakum

Suite 470

972-870-9060

Houston, TX 77002

STRUCTURAL ENGINEERING

Dally Associates 9800 Richmond Avenue

Suite 460

713-337-8881

Houston, TX 77042

CONSULTANT TEAM

03/12/2026

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

.0

-B

T N u c le a r

M e d ic in e

G a m m a C a m e ra

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Harris Health System

Ben Taub Nuclear Medicine Gamma Camera &

SPECT/CT

1504 Taub Loop Houston, Texas 77030

G-001

12 MAR 2026

ISSUED FOR CONSTRUCTION

Checker

422089.03

Author

GENERAL - PROJECT INFORMATION

CLIENT

PROJECT NAME

PROJECT ADDRESS

OCCUPANCY TYPE

PROJECT GROSS FLOOR AREA

HEIGHT ABOVE GROUND

NUMBER OF STORIES

TYPE OF CONSTRUCTION

COLUMNS

FLOOR

ROOF

ROOF BEAMS AND GIRDERS

STAND PIPES

ELEVATOR

STAIR

MECHANICAL

ELECTRICAL

PLUMBING CHASE

FIRE ALARM

DESIGN LOADS

VERTICAL SHAFTS

PARTITIONS

CORRIDOR

RE : PLUMBING DRAWINGS

RE : ELECTRICAL DRAWINGS

RE : STRUCTURAL DRAWINGS

Harris Health System

Ben Taub Nuclear Medicine Gamma Camera & SPECT/CT

1504 Taub Loop Houston, Texas 77030

I-2

TYPE 1-A

3 HOURS

2 HOURS

1.5 HOURS

1.5 HOURS

2 HOURS

2 HOURS

2 HOURS

3,379 SF

m in m in

60 min

12 min

36 min

12 min

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

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. 307.2

LIMITS OF PROTRUDING OBJECTS

4 max

5-

-3

EQ EQ

m ax x

12 min

FIG. 307.4

VERTICAL CLEARANCE

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

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.

F.F.

MEDICAL GAS

ALARM PANEL

3'-2" ASSUMES

2" CLEAR ABOVE

WALL PROTECTION

TWO TIERED

MEDICAL GAS

ZONE VALVE

MEDICAL GAS

ZONE VALVE

"1

COUNTER

MEDICAL GAS

OUTLET ABOVE

COUNTER

MEDICAL GAS

OUTLET

MEDICAL EQUIPMENT

SHARP DISPENSER GLOVE DISPENSER

T O

O P

E N

IN

G

F.F. F.F.

EMERGENCY

NURSE CALL

1' - 6"

COUNTER

WALL PHONE

OUTLET

ELECTRICAL OR

COMMUNITCATIONS

OUTLET ABOVE

COUNTER

ELECTRICAL OR

COMMUNITCATIONS

OUTLET

LIGHT SWITCH /

CARD READER

TO DOOR FRAME

1' - 0"

THERMOSTAT

ELECTRICAL / COMMUNICATIONS DEVICES

WITH BACKSPLASH WITHOUT BACKSPLASH

FIRE PROTECTION DEVICES

F.F.

D O

O R

H E

IG

H

T M

IN

U

S

ELECTRO MAGNETIC

DOOR HOLD-OPEN

FIRE ALARM

CHIME, HORN

AND/OR STROBE

FIRE ALARM

PULL STATION

FIRE EXTINGUISHER

T O

P O

F E

X T

IN

G

U

IS

H E

R

M

A X

T O

P O

F E

X T

IN

G

U

IS

H E

R

M

A X

C E

N T

E R

L

IN

E O

F H

A N

D L E

M A

X c a b in e t w it h c ra s h ra il c o o rd in a te b o tt o m o f

FIRE

EXTINGUISHER

CABINET

C E

N T

E R

L

IN

E O

F V

A L

V E

T O

P O

F E

X T

IN

G

U

IS

H E

R

M

A X

C E

N T

E R

L

IN

E O

F H

A N

D L E

M A

X

FIRE VALVE

CABINET W/

EXTINGUISHER

TOILET ROOMS

F.F. F.F.

LAVATORY (ACCESSIBLE)

1'-3" MIN

M A

X

T O

R E

F L

E C

T

IV

E S

U R

F A

C E

M A

X

T

O R

E F

L E

C T

IV

E

S U

R F

A C

E

MIRROR

SOAP DISPENSER

T O

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M

IN 2

M

IN

M A

X

8" MIN (KNEE CLEARANCE)

INSULATE HOT WATER

AND DRAIN PIPES UNDER

LAVATORY.

EQUIPMENT

AREA

GOOSENECK FAUCET

WITH LEVER OPERATED

HANDLES.

INSULATE HOT WATER

AND DRAIN PIPES

UNDER LAVATORY.

5'-0" CLEAR TO SIDE WALL

PARALLEL TO TOILET

WHEN APPLICABLE

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

F

IL

E P

A T

E R

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

KEYPLAN

Medical Equipment Planning

SSR Inc.

900 Threadneedle St.

Ashford 7, Suite 600

713-784-8211

Houston, TX 77079

MEP/T ENGINEERING

MEPCE, Inc.

4396 Yoakum

Suite 470

972-870-9060

Houston, TX 77002

STRUCTURAL ENGINEERING

Dally Associates 9800 Richmond Avenue

Suite 460

713-337-8881

Houston, TX 77042

CONSULTANT TEAM

03/12/2026

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

.0

-B

T N u c le a r

M e d ic in e

G a m m a C a m e ra

S

P E

C T

-C T

/4

A

R C

H v

.r v t

/1

/2

:5 :3

P

M

Harris Health System

Ben Taub Nuclear Medicine Gamma Camera &

SPECT/CT

1504 Taub Loop Houston, Texas 77030

G-002

12 MAR 2026

ISSUED FOR CONSTRUCTION

Checker

422089.03

Author

ADA / TAS STANDARDS

Nonbearing Wall Rating — 1 HR.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL

Certification (such as Canada), respectively.

1. Floor and Ceiling Runners — (Not Shown) — Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

1A. Framing Members* — Floor and Ceiling Runners — (Not Shown) — As an alternate to Item 1 — Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max.

ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME D24/30EQD and Type

SUPREME D20

QUAIL RUN BUILDING MATERIALS INC — Type SUPREME D24/30EQD and Type SUPREME D20

SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME D24/30EQD and Type SUPREME D20

STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME D24/30EQD and Type SUPREME D20

TELLING INDUSTRIES L L C — Type SUPREME D24/30EQD and Type SUPREME D20

UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

1B. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

CEMCO, LLC — Viper20™ Track

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track

IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track

1C. Floor and Ceiling Runners — (Not Shown) — For use with Item 2C — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC.

1D. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1C — For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK

DMFCWBS L L C — ProTRAK

MBA METAL FRAMING — ProTRAK

RAM SALES L L C — Ram ProTRAK

STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK

1E. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1D — For use with Item 2E and 4I only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

TELLING INDUSTRIES L L C — TRUE-TRACK™

1F. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1E — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

KIRII (HONG KONG) LTD — Type KIRII

1G. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1F — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide, attached to floor and ceiling with fasteners spaced 24 in. OC max.

STUDCO BUILDING SYSTEMS — CROCSTUD Track

1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100

IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track VT100

1I. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track

1J. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 — For use with Item 2 L, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

RESCUE METAL FRAMING, L L C — AlphaTRAK

1K. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2M, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep, fabricated from min 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max.

CEMCO, LLC — Viper X Track

1L. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

CRACO MFG INC — SmartTrack20™

1M. Framing Members* - Floor and Ceiling Runners – Not shown – In lieu of Items 1 through 1L – For use with Item 2O, proprietary channel shaped runners, min 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 20 MSG galv steel (0.0329

in. min bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max.

PANEL REY S A – SUPRA Track 20/33 mil

1N. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 – For use with Item 2P, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-5/8 in. deep fabricated from min 0.019 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

PANEL REY S A – SUPRA Track 20EQ/19 mil

1O. Framing Members* — Floor and Ceiling Runner — (Not Shown — Alternate to Item 1) — For use with Item 2Q, channel shaped runners pre-equipped with proprietary attachment clips. Min. 3-5/8 in. wide. Legs of top runners minimum 3-1/4 in. wide. Legs of bottom runners minimum 1-1/2 in. wide. Runners attached to floor and ceiling with fasteners 24 in.

OC max.

HYPERFRAME INC - Hypertrack

1P. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 – For use with Item 2R, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-5/8 in. deep fabricated from min. 20 EQ/22 mils. (min. 0.0221 in. thick) galvanized steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

JJC INTERNATIONAL DISTRIBUTORS — Non-structural Tracks 3-5/8″ and 6″.

1Q. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 — _For use with Item 2R, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

IRONLINE METALS LLC — Bantam Track.

2. Steel Studs — Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max.

Studs to be cut 3/4 in. less than assembly height.

2A. Framing Members* — Steel Studs — As an alternate to Item 2 — Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME D24/30EQD and Type

SUPREME D20

QUAIL RUN BUILDING MATERIALS INC — Type SUPREME D24/30EQD and Type SUPREME D20

SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME D24/30EQD and Type SUPREME D20

STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME D24/30EQD and Type SUPREME D20

TELLING INDUSTRIES L L C — Type SUPREME D24/30EQD and Type SUPREME D20

UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

2B. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.

CEMCO, LLC — Viper20™

CRACO MFG INC — SmartStud20™

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™

IMPERIAL MANUFACTURING GROUP INC — Viper20™

2C. Steel Studs — (As an alternate to Item 2, For use with Item 1C) — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. See materials in Item(s) 4 that require Item 2C studs.

2D. Framing Members* — Steel Studs — As an alternate to Items 2 through 2C — For use with Item 1D and 4G only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.

CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD

DMFCWBS L L C — ProSTUD

MBA METAL FRAMING — ProSTUD

RAM SALES L L C — Ram ProSTUD

STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD

2E. Framing Members* — Steel Studs — As an alternate to Items 2 through 2D — For use with Item 1E and 4I only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.

TELLING INDUSTRIES L L C — TRUE-STUD™

2F. Framing Members* — Steel Studs — As an alternate to Items 2 through 2E — For use with Item 1F, channel shaped studs, min 3-5/8 in. wide fabricated from min 25 MSG steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.

KIRII (HONG KONG) LTD — Type KIRII

2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 through 2F — For use with Item 1G. Proprietary channel shaped studs, minimum 3-5/8 in. wide, Studs to be cut 1/2 in. less than the assembly height.

STUDCO BUILDING SYSTEMS — CROCSTUD

2H. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1I, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™

2I. Framing Members* — Steel Studs — In lieu of Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.

EB METAL INC — NITROSTUD

2J. Framing Members* — Steel Studs — In lieu of Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.

OLMAR SUPPLY INC — PRIMESTUD

2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1B (3-5/8 in. wide track), channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 1-1/4 in. wide by 3-5/8 in. deep, spaced a max of 24 in.

OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™

2L. Framing Members* — Steel Studs — As an alternate to Items 2 — For use with Item 1J, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

RESCUE METAL FRAMING, L L C — AlphaSTUD

2M. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1K, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/4 in. less in length than assembly height.

CEMCO, LLC — Viper X

2N. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1L, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.

CRACO MFG INC — SmartStud20™

2O. Framing Members* - Steel Studs – Not Shown – In lieu of Items 2 through 2N – For use with Item 1M, proprietary channel shaped steel studs, min 1-5/8 in. wide by min 3-5/8 in. deep fabricated from min 20 MSG galv steel (0.0329 in. min bare metal thickness) spaced 24 in. OC max. Studs cut 3/4 in. less in length than assembly height.

PANEL REY S A – SUPRA Stud 20/33 mil

2P. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 – For use with Item 1N, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep with 1/4 in. return lips fabricated from min 0.019 in. thick galv steel, spaced 24 in. OC max. Studs cut 3/4 in. less in length than assembly height.

PANEL REY S A – SUPRA Stud 20EQ/19 mil

2Q. Framing Members* — Steel Studs — (Not Shown — Alternate to Item 2, For use with Item 1O) — Channel shaped steel studs with attachment clips at top and bottom, min 3-5/8 in. depth, spaced a max of 24 in. OC. Studs clipped into floor and ceiling runners (Item 1O). Max 2-3/8 in. extension reveal from top of stud to inside of ceiling runner.

HYPERFRAME INC — Hyperstud

2R. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 – For use with Item 1P, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min. 20 EQ/22 mils. (min. 0.0221 in. thick) galvanized steel, spaced 24 in. OC max. Studs cut 3/4 in. less in length than assembly height.

JJC INTERNATIONAL DISTRIBUTORS — Non-structural Studs 3-5/8″ and 6″.

2R. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 – For use with Item 1Q, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min. min. 0.018 in. thick galvanized steel, spaced 24 in. OC max. Studs cut 3/4 in. less in length than assembly height.

IRONLINE METALS LLC — Bantam Stud.

3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity.

See Batts and Blankets (BZJZ) category for names of Classified companies.

ROCKWOOL — Type AFB, min. density 1.69 pcf / 27.0 kg/m3

ROCKWOOL MALAYSIA SDN BHD — Type Acoustical Fire Batts

3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product.

Applegate Greenfiber Acquisition LLC — Insulmax and SANCTUARY for use with wet or dry application.

3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.

NU-WOOL CO INC — Cellulose Insulation

3C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3.

INTERNATIONAL CELLULOSE CORP — Celbar-RL

3D. Batts and Blankets* — For use with Item 8. Nom 3 in. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling runners.

See Batts and Blankets (BZJZ) category for names of manufacturers.

3E. Batts and Blankets* — For use with Item 4R and 4S. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance.

See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.

3F. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray-applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. To facilitate the installation of the material, any thin, woven or non-woven netting may be attached by any means possible to the outer face the studs. The material shall reach equilibrium moisture content before the installation of materials on either face of the studs. The minimum dry density shall be 5.79 lbs/ft3.

Applegate Greenfiber Acquisition LLC — Applegate Advanced Stabilized Cellulose Insulation

3G. Foamed Plastic* — As an alternate to Batts and Blankets (Items 3-3F), for use with Item 4U — Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. When foamed plastic is used, minimum stud depth shall be 3-1/2 in. with min. 20 MSG thickness.

CARLISLE SPRAY FOAM INSULATION — Types SealTite ONE, SealTite Pro Closed Cell (CC), SealTite Pro Open Cell (OC), SealTite Pro OCX, SealTite Pro No Trim 21, SealTite Pro One Zero, Foamsulate Closed Cell, Foamsulate OCX, Foamsulate 70, and Foamsulate HFO.

3H. Foamed Plastic* — As an alternate to Batts and Blankets (Items 3-3F), for use with Item 4U — Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. When foamed plastic is used, minimum stud depth shall be 3-1/2 in. with min. 20 MSG thickness.

BASF CORP - Enertite® NM, Enertite® G, FE178®, Spraytite® 178, Spraytite® 81206, Walltite® 200, Walltite® US, Walltite® US-N, Walltite® HP+, FE137®, FE158®, Spraytite® 158, Spraytite® SP, Spraytite® 81205, Spraytite® Comfort XL, Walltite® XL, Walltite® MAX, Walltite® LWP, Walltite® Plus and Enertite® Max.

4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When Steel Framing Members* (Item 6 or any alternate clips) are used, gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC.

AMERICAN GYPSUM CO — Types AG-C, AGX-1, M-Glass, LightRoc

BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1

CABOT MANUFACTURING ULC — Type X, 5/8 Type X, Type Blueglass Exterior Sheathing

CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) CERTAINTEED GYPSUM INC — Types EGRG, GlasRoc, Type X-1, Type C, 5/8" Easi-Lite Type X, Easi-Lite Type X-2, Type

LWTX

CERTAINTEED GYPSUM INC — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX

GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X, Type X ComfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base-Type LWX, Water Rated-Type LWX, Sheathing Type-LWX, Soffit-Type LWX, Type DGLW, Water Rated-Type DGLW, Sheathing Type- DGLW, Soffit-Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSL, RSX.

NATIONAL GYPSUM CO — Riyadh, Saudi Arabia — Type FR, or WR

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PG-C, PG-9, PG-11, PGS-WRS, PGI

PANEL REY S A — Types GREX, GRIX, PRC, PRC2, PRX, RHX, MDX, ETX, PRX2

SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1

THAI GYPSUM PRODUCTS PCL — Type X and Type C, M2Tech Type C

UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, USGX, WRC, WRX, (Joint tape and compound, Item 5, optional for use with Type USGX) USG BORAL DRYWALL SFZ LLC — Types C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type

USGX)

USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

4A. Gypsum Board* — (As alternate to Item 4) — Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs.

Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing.

Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally. When using ULIX, panels need not be staggered in horizontal applications and screw spacing can be increased to 12 in. OC in field and perimeter.

CERTAINTEED GYPSUM INC — Type X-1, Type C, Type EGRG/ GlasRoc, GlasRoc-2, Type SilentFX, Easi-Lite Type X-2

CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) CERTAINTEED GYPSUM INC — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD

GEORGIA-PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS

SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air THAI GYPSUM PRODUCTS PCL — Type X and Type C, M2Tech Type C

UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, USGX, WRC, WRX (Joint tape and compound, Item 5, optional for use with Type USGX) USG BORAL DRYWALL SFZ LLC — Types C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type

USGX)

USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in.

CGC INC — Types AR, IP-AR

UNITED STATES GYPSUM CO — Types AR, IP-AR

USG MEXICO S A DE C V — Types AR, IP-AR

4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B — Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing.

GEORGIA-PACIFIC GYPSUM L L C — Type DGG, GreenGlass Type X

4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, 4C, 4G — Nom. 5/8 in. thick gypsum panels applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 12 in. OC along vertical edges and in the field, and12 in. along the top and bottom of the wall. When used in widths other than 48 in., gypsum panels to be installed horizontally. When studs (Item

2) spaced a max 16 in. OC, 5/8 in. thick gypsum panels applied vertically or horizontally, 1 in. long spaced 16 in. OC along vertical edges and in the field, and 16 in. OC along top and bottom of wall.

NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSMR-C

4E. Gypsum Board* — (As an Alternate to Items 4 through 4D) – Installed as described in item 4. 5/8 in. thick, 4 ft wide, applied vertically only and fastened to the studs and plates with 1 in. long Type S steel screws spaced 12 in. OC. When studs (Item 2) spaced a max 16 in. OC, 5/8” in. thick gypsum panels applied vertically or horizontally with 1 in. long Type S steel screws spaced 16 in. OC along vertical edges and in the field, and 16 in. OC along top and bottom of wall.

NATIONAL GYPSUM CO — Type SBWB

4F. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall.

For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.

RAY-BAR ENGINEERING CORP — Type RB-LBG

4G. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1D and 2D only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When using Types eXP-C, FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSMR-C and ULIX, panels need not be staggered in horizontal applications and screw spacing can be increased to 12 in. OC in field and perimeter.

CGC INC — Type SCX, ULIX

CERTAINTEED GYPSUM INC — Type LGFC6A, LGFC-C/A

NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5,…