5-Drawings IFB - LBJ Gamma Camera Replacement.pdf

Structural Engineer

401 S. 1st Street , Suite 600 Austin , TX 78704

Martinez Moore Engineering

811 BARTON SPRINGS ROAD, SUITE 900

AUSTIN, TEXAS 78704

Architecture - Engineering - Interiors

4800 FOURNACE PLACE , SUITE 5E

BELLAIRE , TX 77401

HARRIS HEALTH

Healthcare Systems

3615 Willowbend Boulevard Houston , TX 77054

GE

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LBJ SCAN SYS/GAMMA/SINGLE PHOTON EMISSION

5656 KELLEY STREET, HOUSTON, TX 77026

12/23/2025

CONTRACT DOCUMENTS

Mission: We believe every project has a mission and strive to design environments that have a purpose that extends far beyond form and function.

12/23/2025

CONTRACT DOCUMENTS

COVER SHEET

G1.0

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Project No. 2321.08

NO. DESCRIPTION DATENO. DESCRIPTION DATE

12/22/2025

1. GENERAL NOTES APPLY TO ALL SHEETS.

2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,

TOOLS, EQUIPMENT, AND RELATED ITEMS REQUIRED TO

COMPLETE THE DEMOLITION WORK AS INDICATED BY THE

CONTRACT DOCUMENTS.

3. CONTRACTOR TO VERIFY ALL DIMENSIONS.

4. ALL ACCESSIBLE ROUTES (OTHER THAN RAMPS) SHALL NOT

EXCEED A SLOPE OF 1:20, AND CROSS SLOPES SHALL NOT

EXCEED A SLOPE OF 1:50

5. THE DRAWINGS INDICATE BUILDING CONDITIONS PER

EXISTING DRAWINGS AND ACTUAL PROJECT

INVESTIGATION. THE CONTRACTOR SHALL ANTICIPATE

POSSIBLE SLIGHT DEVIATION FROM THESE DRAWINGS.

REFER TO ARCHITECTURAL & MEP DRAWINGS AND DETAILS

FOR EXTENT OF DEMOLITION.

6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE

WORK, USING THEIR BEST SKILL AND ATTENTION. THEY

SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS,

METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES

AND FOR COORDINATING ALL PORTIONS OF THE WORK

UNDER THE CONTRACT.

7. INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR

CONSTRUCTION ACCESS AROUND AREAS OF WORK SO

THAT OPERATIONS IN EXISTING ADJACENT AREAS REMAIN

DUST FREE AND ACCESSIBLE TO BUILDING OCCUPANTS.

MAINTAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.

8. REMOVE ALL BUILDING PARTS AND/OR OTHER ITEMS TO

ALLOW FOR THE INSTALLATION AND CONNECTION OF NEW

WORK, COORDINATE THE WORK WITH THE HVAC,

PLUMBING AND ELECTRICAL DEMOLITION DRAWINGS.

9. REMOVAL OF THE BUILDING PARTS SHALL BE PERFORMED

IN A SAFE, ORDERLY AND CAREFUL MANNER, WITH THE

CONSIDERATION AT ALL TIMES FOR THE SAFETY AND

WELFARE OF THE OWNER, BLDG. OCCUPANTS, &

PERSONNEL OF THE CONTRACTOR AND/OR

SUBCONTRACTOR.

10. MAINTAIN THE UTILITIES TO OCCUPIED SPACES AT ALL

TIMES. COORDINATE ANY UTILITY DOWNTIMES W/ OWNER.

PROVIDE 72 HOUR ADVANCE NOTICE TO THE OWNER OF

INTENDED UTILITY SHUT DOWN AND/OR DISRUPTION.

11. ANY QUESTIONS CONCERNING OWNERSHIP OF

SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE

OWNER, OR OWNER'S REPRESENTATIVE. ALL ITEMS OTHER

THAN FINISH MATERIALS TO BE REMOVED AS PART OF THIS

CONTRACT ARE INDICATED WITH DASHED LINES ON

DEMOLITION SHEETS. DISPOSE OF THESE MATERIALS AND

ITEMS AFTER CHECKING WITH OWNER FOR ITEMS TO BE

SALVAGED. SALVAGE ANY ITEMS REQUIRED TO COMPLETE

NEW WORK.

12. REMOVE ALL MISCELLANEOUS DEVICES AS REQUIRED TO

INSTALL NEW FINISHES, INCLUDING BUT NOT LIMITED TO:

PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES,

TELEVISION BRACKETS, WALL OUTLET COVERS, TOILET

ACCESSORIES, CORNER GUARDS, ETC. SAVE FOR

REINSTALLATION AFTER COMPLETION OF FINISH WORK.

13. PROTECT ALL EXISTING FINISHES, DOOR FRAMES,

EQUIPMENT AND MATERIALS THAT ARE TO REMAIN IN

PLACE. DAMAGE TO EXISTING COMPONENTS BY

CONTRACTOR SHALL BE REPLACED WITH NEW MATERIAL

OF LIKE KIND AND QUALITY THAT MATCH THE EXISTING

STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR

PREPARING EXISTING SURFACES TO RECEIVE NEW

FINISHES SCHEDULED.

14. PROTECT EXISTING VEGETATION, INCLUDING EXISTING

TREES DURING CONSTRUCTION. REVEGETATE DAMAGED

AREAS ADJACENT TO NEW CONSTRUCTION; CONTRACTOR

SHALL MAINTAIN VEGETATED AREAS FOR 3 WEEKS AFTER

INITIAL PLANTING

15. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR OTHER WORK.

16. ELECTRICAL AND MECHANICAL INSTALLATIONS MAY

REQUIRE WORK ABOVE EXISTING CEILINGS BOTH IN THE

AREA OF WORK AND IN ADJACENT AREAS (POSSIBLY ON

OTHER FLOORS). REMOVE AND REINSTALL (OR REPLACE)

CEILING TILES AND GRID AS REQUIRED. REMOVE GYPSUM

BOARD AT WALLS AND CEILINGS AND REPLACE AS

REQUIRED.

17. UNLESS NOTED OTHERWISE, ALL EXISTING ELECTRICAL

OUTLETS & FIXTURES IN REMODELED AREAS ARE TO BE

REMOVED & RETURNED TO OWNER. SEE ELECTRICAL

SHEETS FOR DEVICES & CIRCUITS TO BE REUSED.

18. ALL ITEMS AND ASSOCIATED CONNECTIONS ARE TO BE

REMOVED AND TERMINATED AT DESIGNATED POINTS.

SERVICE CONNECTIONS SHALL BE SAFELY REMOVED,

CAPPED OR PLUGGED IN CONFORMITY WITH LOCAL LAWS

AND ORDINANCES, REQUIREMENTS OF PUBLIC UTILITY

COMPANIES, AND OF THE NATIONAL BOARD OF FIRE

UNDERWRITERS, AND IN SUCH MANNER AS NOT TO

INTERFERE WITH THE USE OF THE OCCUPIED SPACES IN

THE BUILDING.

19. IF A CONDUIT OR UTILITY LINE IS CUT WHILE SLEEVING OR

CUTTING THE SLAB OR REMOVING A PARTITION, THE

CONTRACTOR IS RESPONSIBLE FOR REPAIRING IT

IMMEDIATELY.

20. ANY EXISTING TO REMAIN FIREPROOFING OR FIRE

ASSEMBLIES DAMAGED DURING CONSTRUCTION ARE TO BE

REPAIRED TO ORIGINAL FIRE PROTECTION REQUIREMENTS.

21. IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING

STRUCTURE OPENED DURING DEMOLITION WITH

FIRESTOPPING MATERIAL AND/OR WATERPROOFING.

22. SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE

CEILINGS AT RATED FIRE WALLS IN AREAS OF WORK.

COUNTER MOUNTED DROP-IN SINK

COUNTER MOUNTED UNDER

MOUNT SINK

COUNTER MOUNTED INTEGRAL

SINK

WALL MOUNTED SINK

FLOOR MOUNTED TOILET

WALL MOUNTED TOILET

FLOOR MOUNTED REAR DISCHARGE

TOILET

ACCESSIBLE LOCATION

USE ON PLANS EXAMPLE

WALL MOUNTED URINAL

ABV ABOVE D DRAIN FRT FIRE RESISTANT TREATED M METER PSF POUNDS PER SQUARE FOOT TB TACK BOARD

ACOUS ACOUSTICAL DBL DOUBLE FT FOOT MAS MASONRY PSI POUNDS PER SQUARE INCH TOC TOP OF CURB

ADJ ADJUSTABLE DEMO DEMOLISH, DEMOLITION FURR FURRING MAX MAXIMUM PT PRESSURE TREATED TOSC TOP OF STRUCTURAL CONCRETE

AFF ABOVE FINISH FLOOR DEPT DEPARTMENT FWC FABRIC WALL COVERING MDF MEDIUM DENSITY FIBER BOARD TEL TELEPHONE

ALUM ALUMINUM DF DRINKING FOUNTAIN MED MEDIUM QT QUARRY TILE THK THICK

ALT ALTERNATE DIA or Ø DIAMETER GA GAUGE MEMB MEMBRANE QTB QUARRY TILE BASE TOB TOP OF BEAM

ANOD ANODIZED DIM DIMENSION GALV GALVANIZED MTL METAL TOP TOP OF PAVEMENT

APPROX APPROXIMATELY DIV DIVISION GB GRAB BAR MFGR MANUFACTURER RI RISER TOM TOP OF MASONRY

AWP ACOUSTICAL WALL PANEL DL DEAD LOAD GC GENERAL CONTRACTOR MH MANHOLE R RADIUS TOS TOP OF STEEL (BOTTOM OF ROOF DECK)

DN DOWN GCLU GLAZED CMU MIN MINIMUM RB RUBBER BASE TP TOILET PARTITION

BD BOARD DS DOWN SPOUT GI GALVANIZED IRON MISC MISCELLANEOUS RCP REFLECTED CEILING PLAN TV TELEVISION

BLDG BUILDING DSP DRY STAND PIPE GL GLASS MM MILLIMETER RD ROOF DRAIN TYP TYPICAL

BOT BOTTOM DTL DETAIL GLB GLASS BLOCK MO MASONRY OPENING REF REFERENCE TZ TERRAZZO

BW BOTH WAYS DWG DRAWING GMT GLASS MOSAIC TILE MOD MODULAR REFR REFRIGERATOR TZB TERRAZZO BASE

BM BENCH MARK GMTW GLASS MOSAIC TILE WALL MTD MOUNT(ED) (ING) REINF REINFORCING

E EAST GR GRADE MUL MULLION REQ REQUIRE(D) (ING) UC UNDERCUT

C CHANNEL EA EACH GYP GYPSUM REV REVISION UNO UNLESS OTHERWISE NOTED

CC CUBICAL CURTAIN EF EPOXY FLOOR GYP BD GYPSUM BOARD N NORTH RH RIGHT HAND USC UNDER SEPARATE CONTRACT

CK CORK EFB EPOXY FLOOR BASE NAT NATURAL RM ROOM(S)

CAB CABINET EJ EXPANSION JOINT HC HOLLOW CORE NIC NOT IN CONTRACT ROW RIGHT OF WAY VAR VARNISH

CB CHALK BOARD EG END GUARD HDR HEADER NO or # NUMBER RVWC RIGID VINYL WALL COVERING VB VAPOR BARRIER

CFCI CONTRACTOR FURNISH CONTRACTOR INSTALL EL ELEVATION HDW HARDWARE NOM NOMINAL VB VINYL BASE

CFOI CONTRACTOR FURNISH OWNER INSTALL ET EPOXY TERRAZZO FLOOR HDWD HARDWOOD NRC NOISE REDUCTION COEFFICIENT S SOUTH VCT VINYL COMPOSITION TILE

CFT CUBIC FOOT ETB EPOXY TERRAZZO BASE HGT HEIGHT NTS NOT TO SCALE SB SPLASH BLOCK VERT VERTICAL

CG CORNER GUARD ELECT ELECTRICAL HM HOLLOW METAL SC SOLID CORE VEST VESTIBULE

CL, CENTER LINE EM ENTRANCE MAT HORIZ HORIZONTAL OC ON CENTER SCHED SCHEDULE VT VINYL TILE

CLG CEILING EMER EMERGENCY HP HIGH POINT OD OUTSIDE DIAMETER SECT SECTION VTR VENT THROUGH ROOF

CI CAST IRON ENCL ENCLOSURE HR HANDRAIL OFD OVERFLOW ROOF DRAIN SHR SHOWER VWC VINYL WALL COVERING

CLO CLOSET EP EPOXY PAINT HVAC HEATING VENTILATION AIR CONDITIONING OFF OFFICE SIM SIMILAR

CLR CLEAR EQ EQUAL OFOI OWNER FURNISH OWNER INSTALL SPECS SPECIFICATION(S) W WEST

CMP CROWN MOLDING PAINTED EQUIP EQUIPMENT ID INSIDE DIAMETER OFCI OWNER FURNISH CONTRACTOR INSTALL SPK SPEAKER W/ WITH

CMS CROWN MOLDING STAINED EWC ELECTRIC WATER COOLER INCL INCLUDING OVH OVERHEAD SQ SQUARE WBP WOOD BASE PAINTED

CMT CERAMIC MOSAIC TILE EXP EXPANSION INSUL INSULATION OH OPPOSITE HAND SS STAINLESS STEEL WBS WOOD BASE STAINED

CMTB CERAMIC MOSAIC TILE BASE EXIST EXISTING INT INTERIOR OPNG OPENING

ST STONE

WC WATER CLOSET

CMTW CERAMIC MOSAIC TILE WALL EXT EXTERIOR IPS IRON PIPE SIZE OPP OPPOSITE

STC STONE COUNTERTOP

WD WOOD

CMU CONCRETE MASONRY UNIT

STW STONE WALL

WDS WOOD STAINED

CO CASED OPENING FA FIRE ALARM J JOIST P PAINT(ED)

STB STONE BASE

WIN WINDOW

COL COLUMN FBO FURNISHED BY OTHERS JAN JANITOR PARA PARALLEL

STC STAINED CONCRETE

W/O WITHOUT

CONC CONCRETE FD FLOOR DRAIN JT JOINT PBD PARTICLE BOARD

STD STANDARD

WP WOOD PANELING PREFINISHED

CONST CONSTRUCTION

FE FIRE EXTINGUISHER PCF POUNDS PER CUBIC FOOT

STL STEEL

WPP WOOD PANELING PAINTED

CR

FEC FIRE EXTINGUISHER CABINET KIT KITCHEN PERF PERFORATED

STO STORAGE

WPS WOOD PANELING STAINED

CORR

CHAIR RAIL FFE FINISH FLOOR ELEVATION KO KNOCKOUT PERI PERIMETER

STRUCT STRUCTURAL

WS WATER STOP

CPT

CORRIDOR FHC FIRE HOSE CABINET PFL POUNDS PER LINEAR FOOT

SV SHEET VINYL

WSCT WAINSCOT

CPTB

CARPET FHVC FIRE HOSE VALVE CABINET L LENGTH/LONG PL PLATE

SVB SHEET VINYL COVED BASE

WT WEIGHT

CT

CARPET BASE FE FINISHED END LAB LABORATORY PLAM PLASTIC LAMINATE

SYM SYMMETRICAL

WWF WELDED WIRE FABRIC

CTB

CERAMIC TILE FLR FLOOR LAM LAMINATE PLAS PLASTER

SYS SYSTEM

CTW

CERAMIC TILE BASE FOC FACE OF CONCRETE LH LEFT HAND PLYWD PLYWOOD

CERAMIC TILE WALL FOF FACE OF FINISH LI LINOLEUM PP PORCELAIN PAVER

CTSK COUNTERSINK FOM FACE OF MASONRY LIB LINOLEUM COVED BASE PPB PORCELAIN PAVER BASE

CYD CUBIC YARD FOS FACE OF STUDS LIT LINOLEUM TILE PPW PORCELAIN PAVER WALL

FPRF FIREPROOFING LL LIVE LOAD PR PAIR

CONT CONTINUOUS

SSM SOLID SURFACE MATERIAL

NEW CONSTRUCTION

EXISTING CONSTRUCTION

DEMOLITION

HIDDEN LINE

FIRE/SMOKE BARRIERS

1 HOUR FIRE BARRIER

SMOKE/FIRE BARRIER

2 HOUR FIRE BARRIER

FIRE/SMOKE PARTITIONS

1 HOUR FIRE PARTITION

SMOKE PARTITION

FIRE WALLS

2 HOURS

3 HOURS

1FB

1SB

2FB

1FP

0SP

2FW

3FW

BRICK

CONCRETE

CONCRETE BLOCK

EARTH

INSULATION, BATT

INSULATION, RIGID

METAL

PLYWOOD

FINISH GRADE

HARDWOOD

WOOD FRAMING

THROUGH MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

PARTITION TYPES

DOOR NUMBER

KEY NOTE (NEW)

KEY NOTE (DEMO)

EQUIPMENT / ACCESSORY

WINDOW TAG

COLUMN GRID

ELEVATION HEIGHT

REVISION

INTERIOR

ELEVATION

SECTION

NORTH

ROOM NAME

N

A###

NAME

ROOM NUMBER

REFER TO ROOM NUMBER

FOR TYPICAL INFORMATION

1t

SIM

MATCHLINE

EXTERIOR

ELEVATION

EXTERIOR WALL TYPES-

##'- ##" CEILING HEIGHT

A.F.F.

0' - 0"

RAILING TAGHR#-IP

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12/23/2025

Project No. 2321.08

CONTRACT DOCUMENTS

DRAWING INDEX AND

SYMBOLS

G1.1

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DRAWING INDEX

GENERAL

G1.0 COVER SHEET

G1.1 DRAWING INDEX AND SYMBOLS

G2.1 ADULT TAS ACCESSIBILITY

LIFE SAFETY

LS1.1 CODE INFORMATION

LS1.3 LIFE SAFETY INFORMATION

STRUCTURAL

S1.1 GENERAL STRUCTURAL NOTES AND PARTIAL FRAMING PLAN

ARCHITECTURAL

A2.1 DEMOLITION PLAN

A3.0 COMPOSITE FLOOR PLAN

A3.1 FLOOR PLAN

A7.2 PARTITION TYPES

A7.6 DOOR SCHEDULE & INTERIOR ELEVATIONS

FIRE PROTECTION

P1.1 FIRE PROTECTION AND PLUMBING

MECHANICAL

M1.1 MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS

M2.1 MECHANICAL DEMOLITION PLAN

M3.1 MECHANICAL DUCTWORK PLAN

M4.1 MECHANICAL DETAILS

ELECTRICAL

E1.1 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E2.0 ELECTRICAL OVERALL THIRD FLOOR PLAN

E2.1 ELECTRICAL DEMOLITION PLAN

E3.1 ELECTRICAL POWER PLAN

E4.1 LIGHTING PLAN

E5.1 SPECIAL SYSTEM PLAN

E7.1 ELECTRICAL ONE-LINE DIAGRAM, SCHEDULES, AND DETAILS

GENERAL PROJECT

NOTES

TEXAS MAP

VICINITY MAP

LOCATION MAP

PLUMBING FIXTURES

ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL

LINETYPES

ARCHITECTURAL

MATERIALS

ARCHITECTURAL

SYMBOLS

HARRIS COUNTY

PROJECT LOCATION

NO. DESCRIPTION DATE

Revisions:

NO. DESCRIPTION DATE

THERMOSTAT

SWITCH6

M

IN

1'-3"

O P

E R

A B

L E

P A

R T

M

A X

T

O H

IG

H

E S

T

4"- 6"

OVERHEAD

CLEARANCE

REF. SECTION 307

TYP SWITCH/

THERMOSTAT/STROBE

/LOCATION

REF. SECTION 309

ELEVATION

LOBBY

DOOR NOTES:

1. DOOR THRESHOLDS: THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4" IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2" FOR OTHER TYPES OF DOORS.

THRESHOLDS AND FLOOR LEVEL CHANGES BETWEEN 1/4" AND 1/2" AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.

PUSH SIDE

PULL SIDE

PUSH SIDE

PULL SIDE

W/ LATCH

& CLOSER

"M

IN

I F

P A

R A

L L E

L

T O

D O

O R

I S

M

IN

W

C L O

S E

R

L A

T C

H

PUSH SIDE

PULL SIDE

3'-0" MIN.

PARALLEL TO DOOR

2'-8" CLEAR MIN.

2'-8" MIN.

1'-6" MIN.

M

IN

M

IN

1'-0" MIN.

4" U.N.O.

M

IN

W

C

L O

S E

R

M

IN

W

C

L O

S E

R

3'-6" MIN.

PARALLEL TO DOOR

M

IN

IF

P

A R

A L

L E

L T

O D

O O

R I S

M

IN

M

IN

M

A X

2'-0" MIN.

2'-0" MIN.

DOORS

REF. SECTION 404 DOORS

SWINGING DOOR CLEARANCES

(LATCH SIDE APPROACH)

SWINGING DOOR CLEARANCES

(HINGE SIDE APPROACH)

SWINGING DOOR CLEARANCES

(FRONT APPROACH)

CLEAR DOORWAY WIDTHCLEAR DOORWAY DEPTH

PLANPLAN

PLAN

4'-0" MIN.

M

IN

M

IN

5'-0" MIN.

1'-0" MIN.

3'-0" MIN.

1'-0" MIN.

M

IN

M

IN

. 5

M

IN

TURNING SPACE

REF. SECTION 304 TURNING SPACE

CLEAR FLOOR SPACE & DIAMETER

TURNING SPACE

T-TURN CLEAR FLOOR SPACE

ELEVATION

M

IN

" M A

X

AREA

OF

MIN CLEAR

1'-6"

M

IN

C L

E A

R

REFUGE

TACTILE SIGN

REF. SECTION 703.4

PLAN

ELEVATION

M

IN

" M A

X

AREA

OF

REFUGE

TACTILE SIGN

PAIRS OF

DOORS

REF. SECTION 703.4

WALL MOUNTED FIRE ALARM

DEVICE. MOUNT DEVICE SO

THAT THE ENTIRE LENS IS NOT

LESS THAN 80" OR MORE THAN

96" ABOVE FINISH FLOOR

BASELINE OF THE HIGHEST

TACTILE CHARACTER

BASELINE OF THE

LOWEST

TACTILE CHARACTER

LOCATE SIGN ON

LATCH SIDE OF DOOR

ELEVATION

M

IN

"M A

X

AREA

OF

REFUGE

BASELINE OF THE HIGHEST

TACTILE CHARACTER

BASELINE OF THE

LOWEST

TACTILE CHARACTER

LOCATE SIGN TO

RIGHT OF RIGHT

HAND DOOR

BASELINE OF THE HIGHEST

TACTILE CHARACTER

BASELINE OF THE

LOWEST

TACTILE CHARACTER

LOCATE SIGN ON

INACTIVE LEAF

ACTIVE LEAFSINACTIVE LEAF

ACTIVE LEAF

1'-10" MIN.

3'-0" MIN.

X

M

A X

M

IN

(a) (b)

M

A X

20" MAX >20"-25" MAX

M

A X

Figure 308.3.1 Unobstructed Side Reach

10" MAX

M

IN

M

A X

Figure 308.3.2 Obstructed High

Side Reach

(a) (b)

M

A X

10" MAX

M

A X

M

A X

M

A X

>10"-24" MAX

Figure 308.2.1 Unobstructed Front Reach

Figure 308.2.2 Obstructed

Front Reach

REACH RANGES

REF. SECTION 308

1.

DRAWINGS ON THIS SHEET REPRESENT THE REQUIREMENTS

SET BY THE TEXAS ACCESSIBILITY STANDARDS (TAS) OF THE

ARCHITECTURAL BARRIERS ACT ARTICLE 9102, TEXAS CIVIL

STATUTES EFFECTIVE MARCH 15, 2012. THE CONTRACTOR IS

TO COMPLY WITH THESE STANDARDS.

2.

THESE REQUIREMENTS ARE MINIMUMS SET FORTH BY THE

TEXAS ACCESSIBILITY STANDARDS AND MAY NOT REFLECT

THE ACTUAL SCOPE OF WORK. THE CONSTRUCTION

DOCUMENTS SHALL GOVERN OVER THESE STANDARDS

EXCEPT WHERE THE DOCUMENTS DO NOT MEET THE MINIMUM

REQUIREMENTS SHOWN ON THIS SHEET. CONTRACTOR TO

NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONDITIONS

ARISE THAT DO NOT MEET THESE STANDARDS.

GENERAL NOTES

FINISH FLOOR

C O

U N

T E

R S

H

A F

F

C O

U N

T E

R S

H

A F

F

C

O U

N T

E R

S

H A

F F

LIGHT SWITCH THERMOSTAT ADA DOOR OPERATOR

CARD READER

POWER OUTLET

POWER OUTLET

ABOVE COUNTER

DATA OUTLET

DATA OUTLET

ABOVE COUNTER

EXIT

EXIT SIGN

EXIT

EXIT SIGN

ABOVE DOOR

EMERGENCY

FIRE STORAGE

TYPICAL DEVICE HEIGHTS

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C a m e ra R e p la c e m e n t/

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Project No. 2321.08

CONTRACT DOCUMENTS

ADULT TAS ACCESSIBILITY

G2.1

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Revisions:

A u s ti n

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H o u st o n

B a rt o n

S p ri n g s

R o a d

Su it e

A u st in Te xa s

B ro a d w a y Su it e

S a n A n to n io

Te xa s

F a n n in

S tr e e t, S u it e

H o u st o n

Te xa s p

.4

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CONTRACT DOCUMENTS

CODE INFORMATION

LS1.1

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Occupancy Types: Institutional Group I-2, Condition 2 308.3

CHAPTER 3: USE & OCCUPANCY CLASSIFICATION

IBC

Group I-2 Occupancies in group I-2 shall comply with the provisions of sections 407.1 through 407.10 and other applicable provisions of this code. 407

CHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON USE & OCCUPANCY

Roof Construction and associated secondary structural members 1 1/2 hour T601

Floor Construction and associated secondary structural members 2 hour T601

Nonbearing Walls and Partitions (interior) 0 hour T601

Primary Structural Frame 3 Hour T601

Fire Resistance Rating Requirements Construction Type IA 602

CHAPTER 6: TYPES OF CONSTRUCTION

Combustible decorative materials The permissible amount of decorative materials meeting the flame propagation performance criteria of NFPA 701 shall not exceed 10 percent of the specific wall or ceiling area to which it is attached. 806.1.2

In Groups I-1 and I-2, combustible decorative materials shall meet the flame propagation criteria of NFPA 701 unless the decorative materials, including, but not limited to, photographs and paintings, are of such limited that hazard of fire development or spread is not present. 806.1

Decorative Materials and Trim

Insulating Boards Combustible insulation boards not more than 1/2" think and covered with finish flooring are permitted where attached directly to a noncombustible floor assembly or to wood subflooring attached to sleepers as provided for section 805.1.1.

Wood finish flooring Wood finish flooring is permitted to be attached directly to the embedded of fireblocked wood sleepers and shall be permitted where cemented directly to the top surface of fire-resistnace-rated floor assemblies or directly to wood subfloor attached to sleepers as provided for in this Section 805.1.1 805.1.2

Subfloor Floor sleepers, bucks and nailing blocks shall not be constructed of combustible material, unless the space between the fire-resistance rate floor assembly and flooring is either solidly filled with noncombustible materials or fireblocked in accordance with section 718 and provided that such open spaces shall not extend under or through permanent partitions or walls.

Combustible Materials in Type I or II Construction Combustible materials installed on or embedded in floors of buildings shall comply with the following: 805.1

Minimum critical radiant flux The minimum critical radiant flux shall be Class I in Groups I-1, I2 and I-3. 804.4.2

Interior Floor Finish Test Requirement In ALL occupancies, interior floor covering materials shall comply with the requirements of the DOC FF-1 "pill test" (CPSC 16 CFR 1630) or ASTM D2859 804.4.1

Interior Floor Finish Interior floor finish and floor covering materials shall complywith Sections 804.2 and 804.4.2 804.1

Rooms and enclosed spaces= B T803.13

Corridors and enclosure for exit access stairways and ramps= B T803.13

Based on I-2 Occupancy Interior exit stairways and ramps and exit passageway= B T803.13

Interior Wall and Ceiling Finish Requirements Based on Business Occupancy Sprinklered T803.13

Interior wall and ceiling finish material tested in accordance with ASTM E84 or UL723 Interior wall anc ceiling finish materials shall be classified in accordance with ASTM E84 or UL 723. 803.1.2

Interior wall and ceiling finish material tested in accordance with NFPA 286 Interior wall and ceiling finish materail shall be classified in accordance with NFPA 286 and comply Section 803.1.1.1. Materials complying with 803.1.1.1 shall considered to also comply with the requirements of Class A. 803.1.1

Wall and Ceiling Finishes Interior wall and ceiling finish material shall be classified for fire performance and smoke developed in accordance with Section 803.1.1 or 803.1.2. Materials tested in accordance with 803.1.1 shall not be required to be tested in accordance with 803.1.2 803.1

CHAPTER 8: INTERIOR FINISHES

Maximum Travel Distance to Extinguisher 75 Feet

Maximum Floor Area for Extinguisher 11,250 SF

Maximum Area per unit of A 1,500 SF

Minimum Rated Single Extinguisher 2-A

Size and Distribution Hazard Occupancy Moderate T906.3(1)

In Group I occupancies 906.1.1

Portable Fire Extinguishers Portable fire extinguishers shall be installed in all of the following locations 906.1

Automatic Sprinkler Systems Approved automatic sprinkler systems in new buildings and structures shall be provided in the locations described in Sections 903.2.1 through 903.2.12 903.2

CHAPTER 9: FIRE PROTECTION SYSTEMS

Min. Number of Exits per Story Existing to remain. The renovation scope does not impact the occupancy type and occupant load of the space. T1006.3.3

Dead End Corridors 20 ft - Existing 1020.5

Min. Number of Exits per Space 2 exits when over 10 occupants at I-2 occupancy 1006.2.1

Corridor Fire Resistance Rating with Sprinkler System: Not Required at I-2 occupancies T1020.2

Max. Exit Access Travel Distance with Sprinkler System: 200 feet at I-2 T1017.2

Max. Common Path of Egress Travel Distance with Sprinkler System: 75 feet at I-2 T1006.2.1

Accessible Means of Egress Existing 1007.1

Egress Width .2 per occ at I-2 occupancy 1005.3

Outpatient area 100 gross

Max. Floor Area Allowances per Occupant T1004.5

CHAPTER 10: MEANS OF EGRESS

TEXAS ARCHITECTURAL BARRIERS PROJECT #

Building Height 4 Stories

Renovation Gross Area Floor 3 493 SF

Building Construction Type IA

PROJECT SUMMARY

NFPA Code National Fire Protection Association 101

Accessibility Codes 2012 Texas Accessibilities Standards

Energy Conservation Code 2021 International Energy Conservation Code, with Houston Amendments

Fire Code 2021 International Fire Code, with Houston Amendments

Mechanical Code 2021 Uniform Mechanical Code, with Houston Amendments

Plumbing Code 2021 Uniform Plumbing Code, with Houston Amendments

Electrical Code 2023 National Electrical Code with Administrative Code Provisions

Existing Building Code 2021 International Existing Building Code

Building Code 2021 International Building Code

APPLICABLE CODES AND STANDARDS

JURISDICTION: City of Houston

LOCATION: 5656 Kelley St, Houston, Texas 77026

PROJECT: LBJ Gamma Camera

OR PROJECT NUMBER: 2321.08

OWNER: Harris Health Systems

BUILDING CODE ANALYSIS

seismic bracket

OCCUPANT LOAD SERVED

EXIT MARK. REFER TO

SCHEDULE

X X

X X

TRAVEL DISTANCE

97' - 6"

LIFE SAFETY LEGEND

STAIR EXITDOOR EXIT

CIRCLE INDICATES

INCLUDED IN TOTAL

FIRE/SMOKE BARRIERS

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

1FB

2FB

LIFE SAFETY LINETYPES

3148.04 SF

COMMON PATH OF

TRAVEL TO EXIT

17' - 6"

1. LIFE SAFETY PLANS ARE MEANT TO BE

VIEWED AND PRINTED IN COLOR.

2. REFERENCE A3 SERIES FOR FIRE

EXTINGUISHER LOCATIONS.

N

TRUE NORTH

N

PLAN NORTH

379 SF

CORRIDOR

84 SF

RAD HOT

LAB

314 147 SF

STRESS

TEST LAB

300 SF

IMAGING

ROOM 1

324A

366 SF

IMAGING

ROOM 3

105 SF

WK.AREA

PH3100

16 SF

DECAY CL.

138 SF

CORRIDOR

303 SF

IMAGING

ROOM 2

324B

39 SF

HC TLT.

AA3110

35 SF

HC TLT.

AA3109

54 SF

CLEAN

STORAGE

87 SF

CONSULTATION

ROOM

PH3101

ELEC

SP3124

MECHANICAL

SHAFT

SP3125

MECHANICAL

SHAFT

300-M

155' - 0" : 200' - 0"

NUCLEAR MEDICINE SUITE: 3184.04 SF

91 SF

SUB-WAITING

AREA

30 SF

PATIENT

TLT.

3310A

26 SF

UPTAKE

AREA

86 SF

PREP

AREA

141 SF

CORRIDOR

38 SF

RECEPTION

303A

129 SF

WAITING

87 SF

OFFICE

64 SF

UNISEX

STAFF

RESTROOM

78 SF

UNISEX PT.

RESTROOM

DRESS

56 SF

CONTROL

ROOM

59 SF

SUB-WAITING

AREA

40' - 6" : 75' - 0"

Revisions:

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12/23/2025

Project No. 2321.08

CONTRACT DOCUMENTS

LIFE SAFETY

INFORMATION

LS1.3

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GENERAL LIFE

SAFETY NOTES

A

KEY PLAN

SCALE: 3/16" = 1'-0"

THIRD FLOOR LIFE SAFETY PLAN

DECAY

CL.

E F

23'-0" (FV)

(F

V

PLAN NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR FULL EXTENT OF WHAT IS IN SCOPE AND WHAT IS NOT. STRUCTURAL SCOPE IS LIMITED.

2. REFER TO GENERAL NOTES, PART III FOR REQUIREMENTS WITH RESPECT TO EXISTING STRUCTURE.

3. EXISTING STRUCTURAL SYSTEM CONSISTS OF A 4 3/4" THICK SLAB, 20 3/4" DEEP PAN FORMED BEAMS (PFB) AT APPROXIMATELY 6'-0" ON CENTER

SUPPORTED BY 20 3/4" DEEP GIRDERS (G).

4. CORES THROUGH EXISTING STRUCTURE SHOULD BE LOCATED IN PAN FORMED SLAB SUCH THAT EXISTING PAN FORM BEAMS ARE NOT

IMPACTED.

E X

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P F

B

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IS

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B

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IS

T

P F

B

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IS

T

B E

A M

EXIST GIRDER

EXIST PAN

FORMED SLAB

EQUIPMENT ANCHORING NOTES:

1. LOCATION OF ALL POST-INSTALLED ANCHORS AND THROUGH BOLTS SHALL BE PER VENDOR DRAWINGS. VENDOR INDICATES ALTERNATIVE

LOCATIONS AS WELL.

2. LENGTH OF THROUGH BOLTS WILL DEPEND ON THE THICKNESS OF THE EQUIPMENT BASE. CONTRACTOR TO COORDINATE BOLT LENGTHS WITH

EQUIPMENT VENDOR REQUIREMENTS.

3. ANCHOR/BOLT TORQUE REQUIREMENTS TO BE COORDINATED WITH VENDOR.

4. CONTRACTOR TO SUBMIT FINAL LAYOUT OF ALL ANCHORS/BOLTS WITH QUANTITIES, SIZES AND LENGTHS TO ARCHITECT, STRUCTURAL

ENGINEER AND VENDOR FOR REVIEW.

5. PER VENDOR DRAWINGS, TABLE ANCHOR (TA) PLATE CAN BE ANCHORED WITH SCREWS THAT ARE SHALLOW ENOUGH TO BE POST-INSTALLED

INTO EXISTING CONCRETE.

6. PER VENDOR DRAWINGS, NM GANTRY (NMG) ANCHOR POINTS WILL REQUIRE M10 THROUGH BOLTS.

7. PER VENDOR DRAWINGS, NM GANTRY NMG* AND NMG# ANCHOR POINTS ARE DIRECTLY OVER EXISTING CONCRETE PAN FORMED BEAM (PFB).

CONTRACTOR TO LOCATE EXISTING REINFORCEMENT USING NON-DESTRUCTIVE EVALUATION (NDE) METHODS AND PROVIDE AS-BUILT LOCATIONS TO ARCHITECT, STRUCTURAL ENGINEER AND VENDOR. IT IS ACCEPTABLE TO POST-INSTALL ANCHORS PER VENDOR THAT IMPACTS THE EXISTING SLAB REINFORCEMENT OR AN EXISTING PFB STIRRUP. IT IS ASSUMED THAT ONLY ONE SUCH REINFORCING BAR WOULD BE IMPACTED IN EACH CASE. POST-INSTALLED ANCHORS PER VENDOR MAY BE INSTALLED INTO EXISTING PAN-FORMED BEAMS (PFB) PROVIDED THAT THE INSTALLATION DOES NOT DAMAGE THE EXISTING PFB TOP LONGITUDINAL REINFORCEMENT FOR NMG#. IT MAY BE ACCEPTABLE THAT THE INSTALLATION MAY IMPACT THE EXSITING PFB TOP LONGITUDINAL REINFORCEMENT FOR NMG*. IT IS ALSO POSSIBLE TO CONSIDER ONE OF THE ALTERNATIVE ANCHOR LOCATIONS SUCH AS ALT# PER THE VENDOR REQUIREMENTS, CONTRACTOR TO COORDINATE.

8. PER VENDOR DRAWINGS, TRANSPORTER CT GANTRY (TCTG) ANCHOR POINTS WILL REQUIRE M10 THROUGH BOLTS.

9. PER VENDOR DRAWINGS, CT SERVICE PLATE (CTSP) ANCHOR POINTS WILL REQUIRE M10 THROUGH BOLTS.

10. PER VENDOR DRAWINGS, SERVICE LEAD (SL) ANCHOR POINTS WILL REQUIRE M10 THROUGH BOLTS.

E X

IS

T

P F

B

C L E

A R

S P

A N

.3 x

C L E

A R

S P

A N

.3 x

C L E

A R

S P

A N

TA

TA

TA

TA

TA

TA

ANCHORS FOR COLLIMATOR

POSITIONING PLATE PROVIDED BY

VENDOR, REFER TO NOTES

NMG

ALT

ALT

NMG

NMG*

ALT#

TCTG

ALT

TCTG

CTSP

ALT

NMG#

TCTG

CTSP

ALT

SL

SL

TCTG

ALT

TCTG

CTSP

CTSP

ALT

ALT

CL THROUGH

BOLT

CL THROUGH

BOLT

WHERE EXISTING CLEARANCES DO NOT ALLOW

FOR THE INSTALLATION OF THE BOLT, NUT OR

WASHER, CONTRACTOR TO NOTIFY ARCHITECT,

SEOR AND VENDOR (REFER TO EQUIP

ANCHORING NOTES). THIS MAY REQUIRE USE

OF AN ALTERNATIVE ANCHOR LOCATION.

THROUGH BOLT DIAMETER PER

VENDOR DRAWINGS WITH

CORRESPONDING NUTS AND

WASHERS (TOP AND BOT)

B A

S E

T H

K E

Q U

IP

POST-INSTALLED ANCHOR

PER VENDOR DRAWINGS

(REF NOTES)

EXISTING #3@12"

SLAB REINF

EXISTING PFB TOP

LONGITUDINAL REINF

(DO NOT DAMAGE)

EXISTING PFB STIRRUPS

NOTES:

1. CONTRACTOR TO COORDINATE THROUGH ANCHOR/BOLT LOCATIONS

WITH EQUIPMENT VENDOR DRAWINGS.

N

N

A

KEY PLAN

Revisions:

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H o u s to n

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S a n A n to n io

Te xa s

F a n n in

S tr e e t, S u it e

H o u st o n Te xa s p

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.4

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.2

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.2

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.4

.1 f

.4

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TRUE NORTH PLAN NORTH

02/27/2026

A u to d e s k D o c s /H a rr is H e a lt h

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12/22/2025

Project No. 2321.08

CONTRACT DOCUMENTS

GENERAL STRUCTURAL

NOTES AND PARTIAL

FRAMING PLAN

S1.1 1/2" = 1'-0"12

THIRD LEVEL PARTIAL FRAMING PLAN

A. GENERAL BUILDING CODE

1. International Building Code 2021.

GENERAL STRUCTURAL NOTES

PART I - DESIGN CRITERIA

A. SUBMITTAL LIST AND SCHEDULE

1. The General Contractor shall prepare a detailed list and schedule of all submittal items to be sent to the Structural Engineer prior to the start of construction. This list shall be updated and revised and kept current as the job progresses. The submittal list shall be organized as shown below:

a. Shop Drawings

b. Design Calculations

c. Product Data, Certificates, Reports, and Other Literature

B. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER

1. Deferred Submittals:

a. Equipment Vendor drawings (REC)

Notes:

(S&S)Items marked thus shall have the shop drawings and delegated design submittals (including calculations) sealed per the project specifications by an engineer registered in the state where the project is located.

(REC)Items marked thus shall be submitted to Engineer for Record

Only and will not have the Engineer’s shop drawing stamp affixed.

2. Submittal Requirements:

a. All shop drawings must be reviewed and electronically stamped by the General Contractor prior to submittal.

b. Contractor shall submit three sets of prints for all shop drawings specified to be returned by the Engineer.

c. Contractor shall provide the submittal in electronic portable document format (PDF) per the Specifications.

d. The omission from the shop drawings of any materials required by the Contract Documents to be furnished shall not relieve the

Contractor of the responsibility of furnishing and installing such materials, regardless of whether the shop drawings have been reviewed and approved.

C. REPRODUCTION

1. The use of electronic files or reproductions of these contract documents by any contractor, subcontractor, erector, fabricator, or material supplier in lieu of preparation of shop drawings signifies their acceptance of all information shown hereon as correct, and obligates themselves to any job expense, real or implied, arising due to any errors that may occur hereon.

PART II - SUBMITTALS

A. CONTRACT DOCUMENTS

1. It is the responsibility of the General Contractor to obtain all

Contract Documents and latest addenda and to submit such documents to all subcontractors and material suppliers prior to the submittal of shop drawings, fabrication of any structural members, and erection in the field.

2. The contract structural drawings and specifications represent the finished structure, and, except where specifically shown, do not indicate the method or means of construction. The Contractor shall supervise and direct the work and shall be solely responsible for all construction means, methods, procedures, techniques, and sequence.

3. Openings through floors, roofs, and walls for ducts, piping, and/or conduit shall be coordinated by the contractor. Contractor shall verify sizes and locations of holes and openings with the

Mechanical, Electrical, Plumbing, and Fire Protection drawings and the respective subcontractors.

4. Refer to drawings other than Structural for complete information including: Types of floor slab finishes and their locations, floor slab depressions and curbs, openings in structural walls, roofs and floors required by Architectural and MEP features, stairs, ramps, etc.

5. Where member locations are not specifically dimensioned, members are either located on columns lines or are equally spaced between located members.

6. If certain features are not fully shown or specified on the drawings or in the specifications, their construction shall be of the same character as shown or specified in similar conditions.

B. DRAWING CONFLICTS

1. The General Contractor shall compare the Architectural and

Structural drawings and report any discrepancy between each set of drawings and within each set of drawings to the Architect and

Engineer prior to the fabrication and installation of any structural members.

C. CONFLICTS IN STRUCTURAL REQUIREMENTS

1. Where conflict exists among the various parts of the structural contract documents, structural drawings, general notes, and specifications, the strictest requirements, as indicated by the

Engineer, shall govern.

D. EXISTING CONDITIONS

1. The General Contractor shall verify all dimensions and conditions of the existing building at the job site and report any discrepancies from assumed conditions shown on the drawings to the Architect and

Engineer prior to the fabrication and erection of any members.

2. Work shown on the drawings is New, unless noted as Existing.

3. Existing construction shown on the drawings was obtained from existing construction documents and limited site observation.

These drawings of existing construction are available for contractor use. However, the available drawings of existing construction are not necessarily complete. The contractor shall field verify all pertinent information.

4. Demolition, cutting, drilling, etc. of existing work shall be performed with great care so as not to jeopardize the structural integrity of the existing building. If any architectural, structural, or MEP members not designated for removal interfere with the new work, the Architect shall be notified immediately and approval obtained prior to removal of those members.

5. The contractor shall safely shore existing construction wherever existing supports are removed to allow the installation of new work.

All shoring methods and sequencing of demolition shall be the responsibility of the contractor and their engineer.

6. The contractor shall verify the location of existing utilities prior to the start of construction and take care to protect existing utilities that are to remain in service.

7. The contractor shall repair all damage caused during construction with similar materials and workmanship to restore conditions to levels acceptable to the Architect.

PART III - MISCELLANEOUS

A. THE STRUCTURAL ENGINEER'S ROLE DURING CONSTRUCTION

1. The Engineer shall not have control nor charge of, and shall not be responsible for, construction means, methods, techniques, sequences, or procedures, for safety precautions and programs in connection with the work, for the acts or omission of the Contractor, Subcontractor, or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents.

2. Periodic site observation by field representatives of Martinez

Moore Engineers, LLC is solely for the purpose of becoming generally familiar with the progress and quality of the Work completed and determining, in general, if the Work observed is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the structural contract documents. This limited site observation should not be construed as exhaustive or continuous to check the quality or quantity of the work, but rather periodic in an effort to keep the Owner reasonably informed about the progress and quality of the portion of the structure completed.

PART IV - STRUCTURAL ENGINEER'S ROLE

3/4" = 1'-0"4

TYPICAL EQUIPMENT BASE THROUGH BOLTS

1 ADDENDUM 01 02/27/26

1. THE CONTRACTOR SHALL FURNISH ALL LABOR,

MATERIALS, TOOLS, EQUIPMENT AND RELATED ITEMS

REQUIRED TO COMPLETE THE DEMOLITION WORK AS

INDICATED BY THE CONTRACT DOCUMENTS

2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE

WORK, USING THEIR BEST SKILL AND ATTENTION. THEY

SHALL BE SOLELY RESPONSIBLE FOR ALL DEMOLITION

MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES. AND FOR COORDINATING ALL PORTIONS

OF THE WORK UNDER THE CONTRACT.

3. THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES

AND INSPECTIONS REQUIRED FOR THE EXECUTION OF

THE WORK

4. SERVICE CONNECTIONS SHALL BE SAFELY REMOVED,

CAPPED OR PLUGGED IN CONFORMITY WITH LOCAL

LAWS AND ORDINANCES, REQUIREMENTS OF LOCAL

UTILITY COMPANIES, AND THE NATIONAL BOARD OF

FIRE UNDERWRITERS, AND IN SUCH MANNER AS TO

NOT TO INTERFERE WITH USE OF THE OCCUPIED

SPACES IN THE BUILDING

5. REMOVE ALL MISCELLANEOUS DEVICES AS REQUIRED

TO INSTALL NEW FINISHES, INCLUDED BUT NOT LIMITED

TO PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES,

TELEVISION BRACKETS, WALL OUTLET COVERS, ETC.

SAVE FOR REINSTALLATION AFTER COMPLETION OF

FINISH WORK

6. CONTRACTOR TO COORDINATE WITH OWNER'S

REPRESENTATIVE FOR INFECTIOUS CONTROL

MEASURES DURING CONSTRUCTION

7. DASHED LINES INDICATE WALLS, DOORS, FIXTURES,

CASEWORK, ETC. TO BE REMOVED IN THEIR ENTIRETY,

U.N.O.

8. ANY QUESTIONS CONCERNING OWNERSHIP OF

SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE

OWNER, OR THE OWNER'S REPRESENTATIVE

9. INSTALL TEMPORARY DUST PARTITIONS WITH DOORS

FOR CONSTRUCTION ACCESS AROUND AREAS OF

WORK SO THAT OPERATIONS IN EXISTING ADJACENT

AREAS REMAIN DUST FREE. MAINTAIN IN PLACE UNTIL

COMPLETION OF CONSTRUCTION

10. IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING

SLAB OPEN DURING DEMOLITION WITH FIRESTOPPING

MATERIAL AND WATERPROOFING

11. SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE

CEILING AT FIRE RATED AND SMOKE PARTITIONS IN

AREAS OF WORK AS REQUIRED TO MAINTAIN RATING

12. PATCH AND REPAIR AS REQUIRED ANY EXISTING

PARTITIONS TO REMAIN WHERE ADJACENT PARTITIONS

ARE BEING DEMOLISHED.

13. PREPARES FLOORS FOR NEW FINISHES AT

DEMOLISHED FLOOR FINISHES.

N

TRUE NORTH

N

PLAN NORTH

CLEAN

STORAGE

MECHANICAL

SHAFT

300-M

IMAGING

ROOM 1

324A

IMAGING

ROOM 2

324B

RAD HOT LAB

STRESS TEST

LAB

CORRIDOR

CORRIDOR

DECAY CL.

IMAGING

ROOM 3

PAT. WAIT

ELEC

SP3124

MECHANICAL

SHAFT

SP3125

WK.AREA

PH3100

CONSULTATION

ROOM

PH3101

HC TLT.

AA3109

HC TLT.

AA3110

CORRIDOR

AA3118

SUB-WAITING

AREA

PATIENT TLT.

3310A

UPTAKE AREA

PREP AREA

UNISEX PT.

RESTROOM

DRESS

UNISEX STAFF

RESTROOM

308OFFICE

WAITING

RECEPTION

303A

CORRIDOR

A2.1

CORRIDOR

DECAY CL.

IMAGING

ROOM 3

PAT. WAIT

318 ELEC

SP3124

221221

212232

Revisions:

A u s ti n

S a n A n to n io

H o u st o n

B a rt o n

S p ri n g s

R o a d

S u it e

A u st in

Te x a s

B ro a d w a y

S u it e

S a n A n to n io

Te x a s

F a n n in S tr e e t, S u it e

H o u st o n

Te x a s p

.4

.7

.4

.7 p

.2

.6

.2

.6 p

.4

.1

.4

.1

25-2MC02328

A u to d e s k D o c s

/H a rr is

H e a lt h

L

B J G a m m a

C a m e ra R e p la c e m e n t/

H

H S

L B

J G a m m a

C a m e ra R p lc m n t_ A

R C

H

C e n tr a l.

rv t

/2

/2

:1

:2

P M

L B

J S

C A

N S

Y S

/G A

M M

A /S

IN

G

L E

P H

O T

O N

E M

IS

S

IO

N

K

E

LL

E Y

S

TR

E E T, H O

U S

TO

N

TX

H A

R R

IS

H

E A

LT

H

12/23/2025

Project No. 2321.08

CONTRACT DOCUMENTS

DEMOLITION PLAN

A2.1

O

'C O

N N

E L L

R O

B E R

TS

O

N

IN

C

O

'C O

N N

E L L

R O

B E R

TS

O

N

IN

C

GENERAL

DEMOLITION NOTES

KEYNOTE LEGEND

203 EXISTING ELECTRICAL PANEL TO BE REMOVED. RE:

ELECT.

210 REMOVE AND SALVAGE OWNER EQUIPMENT FOR

REINSTALLATION.

212 REMOVE EXISTING UPPER CABINETS

214 REMOVE EXISTING CASEWORK AND PLUMBING

FIXTURES. SALVAGE ANY WALL MOUNTED EQUIPMENT

FOR REINSTALLATION. RE: EQUIPMENT DWGS

221 REMOVE EXISTING FLOORING, WALL BASE, WALL

PROTECTION, CEILING TILE, AND CEILING GRID WHERE

INDICATED BY HATCH. EXISTING SLAB SHALL BE

PREPPED FOR INSTALLATION OF NEW WORK

232 REMOVE EXISTING SINK

234 REMOVE EXISTING CURTAIN AND TRACK

253 REMOVE PORTION OF EXISTING PARTITION AS

REQUIRED FOR NEW CONSTRUCTION. REFER TO

FLOOR PLAN FOR EXACT DIMENSIONS AND LOCATION.

A

KEY PLAN

SCALE: 3/16" = 1'-0"

OVERALL NUCLEAR MEDICINE SUITE DEMOLITION PLAN

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

ENLARGED NUCLEAR MEDICINE SUITE DEMOLITION PLAN

OFFICE 3310A

ST. TLT.

ST. LKRS.

PAT. SUB

WAIT

DECAY

CL.

FEC

IPP

IPP

IPP

IPP IPP

IPP

IPP

IPP

Video Intercom

O 2 A V

FEC

COURTYARD

COURTYARD

COURTYARD

PA3166

JAN

Courtyard #4

AA3114

MECH

SA3103

ELEC

SN3162

JAN

SP3125

MECH

AA3115

MECH

SU3106

OR MGR.

SU3174

STAFF LOUNGE

SU3161

ELEC

SU3173

JAN

SU3171

ON-CALL

AA0006

STAIRS

AA0007

STAIRS

PA3159

CYTOLOGY

PA3130

CHEMO

IMMUNO

PA3101

ADMIN SECYS.

PA3148

HEMATOLOGY

PA3125

ELEC

AA0008

STAIRS

AA0003

STAIR F

AA0001

STAIRS

SP3107

ON CALL

DT3100

ELECTRICAL

CLOSET

AA3106E

ELEV

SP3100

M. ST. TLT.

SP3113

OFFICE

SP3112

OFFICE

AA3111E

ELEVS

#8,9

AA3103

HC TLT

SA3106

SOILED LIFT

VEST

300-E

ELEVATORS

#1,2,3

300-E2

ELEVATORS

# 4,5,6,7

300-M

MECHANICAL

SHAFT

SA3100

ELEC

SN3100A

IS

SN3119

NOURISH

SN3167

NOURISH

SN3150

ELEC

3C51024

NOURISH

3C51002

JAN

SA3105

ELEC

SP3114

ON-CALL

IC3108

ON-CALL

SA3108

ELEC

IC3146

JAN

IC3125

JAN

SU3120

JAN

SU3180

JAN

PA3167

MECH

EE3111

JAN

BS3100

CART PARK

SN3145

CASE MGMT

OFFICE

SN3147

ST. TLT.

3B31014B

STAFF LOUNGE

PA3107

STAFF LOUNGE

SU3121

W. LKRS.

SU3183

ON-CALL

IC3148

STAFF LOUNGE

IC3152

IC3154

ON-CALL

ST. LKRS.

RT3105

ST. LKRS.

3G3006B

STAFF LOUNGE

SN3103

STAFF TLT

3C51018

STAFF LOUNGE

PA3106

CONFERENCE

ROOM

PA3128

PATH

SIGN-OUT

SN3140

STORAGE

SU3131

M. LKRS.

SU3127

W. LKRS.

SU3111

RESIDENT

TEAM ROOM

SU3110

DR. LOUNGE

SN3184

TEAM

ROOM

3C51051

TEAM

ROOM

IC3126

TEAM

ROOM

EE3114

INTERP. READING

ROOM

IC3149

RESIDENT LOUNGE/

CONFERENCE ROOM

SP3120

RESIDENT

OFFICE

SP3119

RESIDENTS

PLASTIC SURGERY

AA0005

STAIRS

AA3103E

ELEVATORS

# 12, 13

MN3100

FAMILY

WAITING

SN3100

IDF

SN3101

STOR.

SN3105

TLT.

TAS/ADA

SN3104

PAT RM. 3A 01

TAS/ADA

SN3141

NURSE MGR.

SN3139

SOILED

UTILITY

SN3106

CLEAN LIN.

SN3196

CLEAN SUPL.

SN3138

TLT.

TAS/ADA SN3137

ISOL. RM. 3A 12

TAS/ADA

SN3136

ANTE

SN3135

ISOL. RM.

3A 11

SN3134

TLT.

SN3133

TLT.

SN3132

ISOL. RM.

3A 10

SN3142

NURSE STA.

SN3143

CLEAN

SUPPLY

SN3144

MEDS RM.

SN3192

CORR. 51

SN3108

TLT.

SN3107

PAT RM.

3A 02

SN3109

TLT.

SN3110

PAT RM.

3A 03

SN3191

CORR. 52

SN3193

CORRIDOR

SN3112

STAFF LOUNGE

SN3114

PAT. RM.

3A 04

SN3115

TLT.

SN3116

TLT.

SN3117

PAT. RM.

3A 05

SN3120

PAT. RM.

3A 06

SN321

TLT.

SN3122

TLT.

SN3124

WC SHWR.

SN3123

PAT. RM.

3A 07

SN3125

NURSE CLIN.

EDUCATOR

SN3126

ANTE

SN3127

ISOL. RM.

3A 08

SN3128

TLT.

SN3129

SN3130 TLT.

ISOL. RM.

SN3131

3A 09

ANTE

SN3185

EQUIP. STOR.

SN3168

NURSE MGR.

SN3169

ANTE

SN3170

ISOL. RM.

3B 08

SN3171

TLT.

SN3172

TLT. SN3173

ISOL. RM.

3B 09

SN3174

ANTE SN3187

PHYS. CHART

SN3166

PAT. RM.

3B 07

SN3163

WC SHWR.

SN3165

TLT.

SN3164A

TLT.

SN3164

PAT. RM.

3B 06

SN3160

PAT. RM.

3B 05

SN3161

TLT.

SN3159

TLT.

SN3158

PAT. RM.

3B 04

SN3155

PAT. RM.

3B 03

SN3156

TLT.

SN3190

CORRIDOR

SN3186

REPORT

ROOM

SN3152

TLT.

SN3151

PAT. RM.

3B 02

SN3188

CORR. 31

SN3189

CORR. 32

SN3183

N. STA./CHART/

MEDS.

SN3195

CLN.

SUPL.

SN3194

CLN.

LIN.

SN3149

PAT. RM. 3B 01

TAS/ADA

SN3148

TLT.

TAS/ADA

SN3182

SOILED

UTILITY

SN3181

TLT.

TAS/ADA

SN3180

ISOL. RM. 3B 12

TAS/ADA

SN3178

ISOL. RM.

3B 11

SN3177

TLT.

SN3176

TLT.

SN3175

ISOL. RM.

3B 10

SN3179

ANTE

AA0002

STAIR

MN3122

EQUIP.

STOR.

AA0004

STAIR

AA0009

STAIR

AA3109

HC TLT.

AA3110

HC TLT.

SN3111

TUB RM.

WAITING

309A

RECEPT.

PT. TLT./

DRESS.1

PT. TLT./

DRESS 2

PREP.

RAD HOT

LAB

309 CORRIDOR

CORRIDOR

STRESS TEST

LAB

3SP3002C

EXAM 6

3SP3002B

EXAM 5

3G3006K

EXAM 4

3G3006J

EXAM 3

3G3006H

EXAM 2

3G3006G

PT. TLT. 3G3006F

EXAM 1

3G3006E

VITALS

3G3006

WAITING

3G3006D

NURSE STA.

3G3006C

ST. TLT.

3G3006L

CORRIDOR

SP3108

TLT.

SP3109

TLT.

SP3110

ON-CALL

EE3105

ECHO TEST.

EE3104

ST. WK./

READING

EE3103

TREADMILL

ROOM

EE3102

EQUIP.

STOR.

EE3100

RECEPT./

WAITING

EE3118

SECY./FILES

SUPL./CHART.

EE3101

CORRIDOR

EE3119

SUPPLY

EE3117

READING

ROOM

EE3116

EKG TEST.

EE3112

TLT.

EE3113

EGG TEST.

EE3115

CTRL.

EE3109A

EE3109ST. TLT.

LKRS.

EE3108

CORR.

EE3107

OFFICE

EE3106

HOLTER

EXAM

BS3102

LOUNGE

BS3101

TLT.

SP3101

W. ST. TLT.

SA3106A

CART

LIFTS

SA3107

CLEAN

CARTS

PA3104

CHIEF TECH.

PA3103

QUAL. CTRL.

PA3102

LAB MGR.

PA3105

SUPPLY

RECORDS

SU3134

TLT./SHWR.

SU3133

W. LKRS.

SU3132

TLT./SHWR.

SU3128

TLT./SHWR.

SU3130

TLT./SHWR.

SU3129

M. LKRS.

SU3122

TLT./SHWR.

SU3123

M. LKRS.

SU3124

TLT./SHWR.

SU3105

OFFICE

SU3104

OFFICE

IC3153

TLT.

IC3155

TLT.

IC3156

TLT.

IC3164

ST. LKRS.

RT3106

TLT.

SP3115

TLT.

SP3116

ON-CALL

IC3109

TLT.

IC3160

OFFICE

IC3159

DIRECTOR

IC3158

OFFICE

RT3107

CHARTING/

CONF./LIB.

RT3110

EQUIP. STOR./

REPAIR

IC3157

HALL

IC3151

SUPPLIES

RECEIVING

IC3147

EQUIP.

STOR.

IC3150

CORR.

RT3101

PULMONARY

FUNCTION

RT3102

SUPVR.

RT3103

TECH. DIR.

RT3108

EQUIP.

DECON.

RT3109

EQUIP.

ASSEMBLY

NS3101

DISCHRG.

PLAN

NS3100

CONF. RM.

NS3102

ASSOC.

DIR.

SP3117

PULM. FCTN.

TESTING

SP3118

CONSULT.

RT3104

CORR.

RT3100

WAITING/

SECY./FILES

SP3121

PHYS. OFC.

IC3104

SURGERY

LIBRARY

IC3105

PULMONARY

FELLOWS

SP3122

CORRIDOR

SP3123

OFC. MGR./

SECY.

OS3103

SURG. DIR.

OS3104

PHYS. OFC.

IC3123

ISOLATION

IC3124

TLT.

IC3122

ANTE RM.

IC3120

ISOLATION

IC3119

1-BED RM.

IC3118

1-BED RM.

IC3117

1-BED RM.

IC3128

NURSE STA.

IC3129

CORR.

IC3130

ST. TLT.

IC3132

HC TLT.

IC3134

SUPPLY

RM.

IC3135

REPORT

RM.

IC3136A

MED. EMERG.

CART

IC3136

N. STA./MON./

EDP/CHART

IC3116

TLT.

IC3115

1-BED RM.

IC3114

TLT.

IC3113

1-BED RM.

IC3111

1-BED RM.

IC3139

ISOLATION

IC3141

ANTE RM.

IC3140

TLT.

IC3143

TLT.

IC3142

ISOLATION

IC3138

CORRIDOR

IC3144

CLEAN

UTIL.

IC3145

SOILED

UTILITY

IC3137

CORRIDOR

IC3106

CLN. LIN./

STOR.

IC3110

DIALYSIS

SUPL.

IC3100

CORR.

IC3107

CORR.

IC3102

FAMILY

WAITING

IC3101

ELECTRICAL

IC3103

NRS. MGR.

IC3107A

PT. SHWR.

IC3112

TLT.

IC3127

SICU

IC3121

TLT.

SU3172

TLT.

SU3184

TLT.

PA3158

SUPVR.

PA3160

PATH. OFC.

PA3126

CORRIDOR

PA3119

MICRO./TB

PA3118

MEDIA

PREP

PA3117

CLEAN-UP

PA3109

M. LKRS./

TLT.

PA3108

W. LKRS./

TLT.

PA3153

HISTOLOGY

PA3157

HISTOLOGY

PA3156

LOG-IN

PA3154

PARAFFIN BLK.

SLIDE STOR.

PA3155

INTERCHANGE

PA3132

PATHOLOGIST

PA3129

RESIDENT

SUPVR.

PA3114A

PA3114AA

PA3114

HALL

PA3116

FLAM.

PA3111

SUPPLY

TECH

PA3112

DISP.

PA3113

INVENTORY

STOR.

PA3133

CORE LAB

PA3140

WORKROOM

PA3134

EQUIPMENT

ROOM

SU3138

SCRUB

ALCOVE

SU3139

OPERATING

ROOM 6

SU3143

SCRUB

ALCOVE

SU3145

ELEC

SU3137

CORR.

SU3144

OPERATING

ROOM 5

SU3142

SUBSTERILE

SU3140

SUBSTERILE

SU3168

ORTHO/

PLASTER

SU3190

SUBSTERILE

SU3160

EQUIP.

SU3167

OPERATING

ROOM 1

SU3159

STERILE CORE

SU3166

SCRUB

ALCOVE

SU3169

CORR.

SU3188

STRTCR.

ALCOVE

SU3163

OPERATING

ROOM 2 SU3162

SCRUB

ALCOVE

SU3164

STERILE

SU3170

OR STOR.

SU3158

HALL

SU3157

NURSE STA./

MED/REF

SU3155

CYSTOLOGY

OR 3

SU3151

SUBSTERILE

SU3154

SUBSTERILE

SU3150

OPERATING

ROOM 4

SU3159A

LIFT

SU3149

SCRUB

ALCOVE

SU3152

WORK RM.

SU3146

ANESTH.

WK. RM.

SU3147

STORAGE

SU3148

ANESTH.

CLEAN-UP

SU3156

EQUIP.

SU3125

HALL

SU3126

CLEAN-UP

DISPATCH

SU3135

BLOOD PASS

ACCESS

SU3119

HALL

SU3108

OR STOR.

SU3107

HALL

SU3119A

SU3112

SU3118 HALL

ANESTH.

SU3117

ANESTH.

SU3116

ANESTH.

SU3113

ANESTH.

DIRECTOR

SU3114

SECY.

SU3186

CORRIDOR

SU3185

NURSE STA.

(BOOK'G)

SU3189

ASST. DIR.

SU3103

CORR.

SU3187

PRE-OP HOLD

AS3112

OUTPATIENT

RECOVERY

SU3192

ANESTH./EQUIP.

IC3162A

OR BIO-WASTE

IC3162

CORRIDOR

AS3113

N. STA./MEDS.

NOUR./CL. UTIL.

AS3115

NURSE MGR.

AS3110

PT. TLT.

AS3111

ST. TLT.

AS3109

SOILED

UTILITY

AS3108

JAN

AS3117

WAITING

ELEC

AA3102

STAFF/PAT.

ELEV. LOBBY AA3111

ELEV.

LOBBY

AA3106

STAFF/PAT.

ELEV. LOBBY

AA3100

ELEV.

LOBBY

AA3118

CORRIDOR

AA3112

CORRIDOR

AA3113

CORRIDOR

AA3117

CORRIDOR

AA3116

CORRIDOR

AA3108

CORRIDOR

AA3107

CORRIDOR

AA3101

CORRIDOR

SP3111

CLASSROOM

3C51003

CENTRAL

MONITORING

3C51004

ST. TLT.

3C51010

CL. LIN.

3C51030

WC SHWR.

3C51028

PAT. RM.

3C 07

3C51028B

TLT.

3C51026B

TLT.

3C51026

PAT. RM.

3C 06

3C51022

PAT. RM.

3C 05

3C51022B

TLT.

3C51020B

TLT.

3C51020

PAT. RM.

3C 04

3C51013

TUB RM.

3C51011B

TLT.

3C51011

ISOL. RM.

3C 08

3C52011

ANTE

3C51009

MEDS. RM. 3C51007

CLEAN

SUPPLY

3C51052

CORR. 52

3C51016

PAT. RM.

3C 03

3C51016B

TLT.

3C51014B

TLT.

3C51014

PAT. RM. 3C 02

3C51005

TAS/ADA

NURSE STA.

3C51053

CORR. 51

3C52009B

TLT.

3C52009

ISOL. RM.

3C 09

3C52007B

TLT.

3C52007

ISOL. RM.

3C 10

3C52005

ANTE

3C51012

CL. SUPL.

3C51051

CORRIDOR

3B31014

DIR. NURSING

EE3100A

VACANT

EE3100A

VACANT

MM3100

PHARMACY

OFFICE

PA102A

PATHOLOGY

OFFICE

PA103

PATHOLOGY

SIGN-OUT

PA104

ADMIN

ASSISTANT

PA102B

PATHOLOGY

OFFICE PA105

PATHOLOGY

OFFICE

PA106

CYTOLOGY

TECHS

PA108

TRANSCRIPTION

PA110

RESTROOM

PA111

RESTROOM

PA109

STORAGE

PA101

RECEIVING/PROCESSING

SEND OUT

PA100

AUTO

CHEM/IMMUNO

PA107

HISTOLOGY

OFFICE

1 2 3 4 5

PA3110

CORRIDOR

COAG/

URINALYSIS

AUTO HEM

EQUIPMENT

STORAGE

BCA COMPUTER + PRINTER

CPU CPU

FUTURE CPU FUTURE CPU

CPU

CPU

PASS

THRU

REF.

PASS

THRU

REF.

PASS

THRU

REF.

PASS

THRU

REF.

CPU CPU

CPU

CPU

CPU CPU

CPU CPU

CPU CPU

CPU

CPU

324A

GAMMA CAMERA

CLEAN

SUPPLY

N

TRUE NORTH

N

PLAN NORTH

A3.1

A3.1

A3.1

Revisions:

A u s ti n

S a n A n to n io

H o u st o n

B a rt o n

S p ri n g s

R o a d

S u it e

A u st in

Te x a s

B ro a d w a y

S u it e

S a n A n to n io

Te x a s

F a n n in S tr e e t, S u it e

H o u st o n

Te x a s p

.4

.7

.4

.7 p

.2

.6

.2

.6 p

.4

.1

.4

.1

25-2MC02328

A u to d e s k D o c s

/H a rr is

H e a lt h

L

B J G a m m a

C a m e ra R e p la c e m e n t/

H

H S

L B

J G a m m a

C a m e ra R p lc m n t_ A

R C

H

C e n tr a l.

rv t

/2

/2

:1

:2

P M

L B

J S

C A

N S

Y S

/G A

M M

A /S

IN

G

L E

P H

O T

O N

E M

IS

S

IO

N

K

E

LL

E Y

S

TR

E E T, H O

U S

TO

N

TX

H A

R R

IS

H

E A

LT

H

12/23/2025

Project No. 2321.08

CONTRACT DOCUMENTS

COMPOSITE FLOOR

PLAN

A3.0

O

'C O

N N

E L L

R O

B E R

TS

O

N

IN

C

O

'C O

N N

E L L

R O

B E R

TS

O

N

IN

C

A

KEY PLAN

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

COMPOSITE THIRD FLOOR PLAN

N

TRUE NORTH

N

PLAN NORTH

1. ALL ACCESSIBLE FIXTURES AND ACCESSORIES TO BE

MOUNTED AT ADULT MOUNTING HEIGHTS U.N.O.

2. REFER TO A7 SERIES FOR DOOR SCHEDULE AND FRAME

TYPES

3. REFER TO SHEET A7.2 FOR PARTITION TYPES

4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF

PARTITIONS UNLESS NOTED OTHERWISE

GENERAL FLOOR

PLAN NOTES

STRESS TEST

LAB

ELEC

SP3124

IMAGING ROOM

DECAY CL.

CORRIDOR

IMAGING

ROOM 2

324B

CONTROL

ROOM

SUB-WAITING

AREA

ALIGN

EQ-04

EQ-06EQ-14EQ-07

EQ-08

EQ-09

EQ-10

EQ-05

TA-11

TA-10

EQ-18

M

1'-6" 6'-8 3/8"

OF GAMMA CAMERA

/8

OF GAMMA

CAMERA

M

SA

1'-6"

EQ-19

EQ-01

EQ-02

EQ-03

EQ-13

EQ-16EQ-16

EQ-17

EQ-12

EQ-11

EQ-20

EQ-21

EQ-22

EQ-23

EQ-24

EQ-25

CC-3,

CUBICLE

CURTAIN &

TRACK

IMAGING ROOM

ELEC

SP3124

CONTROL

ROOM

SUB-WAITING

AREA

CORRIDOR

DECAY CL.

IMAGING

ROOM 2

324B

STRESS TEST

LAB

2'-9"

ALIGN

800800

6'-8 3/8"

/8

OF GAMMA CAMERA

OF GAMMA

CAMERA

1. CEILING HEIGHT IS 8'-0" ABOVE FINISHED FLOOR UNLESS

NOTED OTHERWISE.

2. CEILING TYPE IS ACT1 UNLESS NOTED OTHERWISE.

3. PAINT DESIGNATIONS AT GYP CEILINGS AND FURR

DOWNS APPLY TO ALL EXPOSED GYP U.N.O. GYP

CEILINGS AND FURR DOWNS TO BE PT2 U.N.O.

4. NOT ALL CEILING DEVICES ARE SHOWN ON THE

ARCHITECTURAL REFLECTED CEILING PLAN, DEVICES

ARE SHOWN TO REPRESENT THE DESIRED LOCATION

AND IMPACT ON DESIGN INTENT.

5. REFERENCE MEP DRAWINGS FOR FINAL LOCATION.

EXISTING 2' X 2' ACT

2' X 2' ACT

PAINTED GYPSUM WALL BOARD

1. REFER TO THE ROOM FINISH SCHEDULE FOR ALL FINISH

DESIGNATIONS. FINISH PLANS TO BE USED WHEN MORE

THAN ONE FINISH IS USED IN A ROOM.

2. REFER TO A7 SERIES FOR INTERIOR ELEVATIONS

3. PT-10 AT ALL WALLS U.N.O.

4. DOOR FRAMES TO BE PAINTED TO MATCH ADJACENT

WALL COLOR U.N.O.

5. "PT" INDICATES MULTIPLE WALL FINISHES WITHIN A ROOM.

PT-10 AT WALLS WHERE A WALL FINISH IS NOT INDICATED

U.N.O.

6. "RSF" INDICATES MULTIPLE FLOOR FINISHES WITHIN A

ROOM. REFER TO FINISH LEGEND FOR FLOORING HATCH

DESIGNATION.

7. "RSC" INDICATES MULTIPLE COVE FINISHES WITHIN A

ROOM. COVE BASE TO MATCH ADJACENT FLOORING.

REFER TO FINISH LEGEND FOR FLOORING HATCH

DESIGNATION.

ALIGN FINISH

XX EXTENTS OF FINISH

ROOM NAME

ROOM #

FLOOR FINISH

BASE FINISH

WA…