12-Drawings-LBJ CT Scan Replacement.pdf

PDF 13 MB Posted Oct 31, 2025

Attached to: CSP - Renovation of Imaging and Radiology Space at Lyndon B. Johnson Hospital for Harris Health (Estimated Budget - $550, 000)
Solicitation number: 25/0337
Issued by: Harris County, Texas

About this file

Written by GovTribe AI · Nov 4, 2025

The documents are contract documents for the Harris Health Scan Systems CT/Axial/Full-Body project located at 5656 Kelley St. in Houston, Texas, prepared by O'Connell Robertson in September 2025. The project involves a comprehensive renovation and replacement of CT scanning equipment and associated infrastructure within an existing medical facility, with work spanning multiple disciplines including architectural, mechanical, electrical, plumbing, fire protection, and medical gas systems. The contract documents detail a complete replacement of the CT scan room, control room, and supporting spaces, including demolition of existing systems and installation of new equipment, finishes, and supporting infrastructure.

The project appears to be funded through Harris Health System and involves a complete technical and physical upgrade of diagnostic imaging capabilities. The documents indicate a total project budget that includes replacement of CT scanning equipment, renovation of approximately 240 square feet of space, installation of new medical gas and electrical systems, and comprehensive building systems upgrades. The contract documents are dated 09/12/2025 and include detailed specifications for equipment, including a new fan coil unit (FCU-1), medical gas outlets, electrical panels, and specific technical requirements for medical imaging environments. The project emphasizes compliance with healthcare facility codes, including the 2021 International Building Code, NFPA standards, and Texas Department of State Health Services hospital licensing rules.

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Other files

File	Type	Posted
13-Project Manual-LBJ CT Scan Replacement.pdf	PDF	Oct 31, 2025
1-Bid Guaranty and Performance.pdf	PDF	Oct 31, 2025
17-250337 Renovation of Imaging and Radiology Space at LBJ Hospital.pdf	PDF	Oct 31, 2025
6-Workers Compensation Insurance Requirements.pdf	PDF	Oct 31, 2025
14-GE Equipment Drawings.pdf	PDF	Oct 31, 2025
16-Division 27 Communication Specifications.pdf	PDF	Oct 31, 2025
2-Bid Bond and Bid Check Authorization Form.pdf	PDF	Oct 31, 2025
8-Finish Hardware Specifications.pdf	PDF	Oct 31, 2025
11-Q4 - 2025 - Building Construction Prevailing Wage Rates.pdf	PDF	Oct 31, 2025
4-Harris Health Minimum Insurance Requirements.pdf	PDF	Oct 31, 2025
7-Facilities Engineering Policies and Procedures.pdf	PDF	Oct 31, 2025
9-Harris Health CSP Proposal Acknowledgement.pdf	PDF	Oct 31, 2025
3-Harris Health General Requirements for Proposals.pdf	PDF	Oct 31, 2025
5-Tax Residence Certification.pdf	PDF	Oct 31, 2025
10-MWBE Utilization Plan.pdf	PDF	Oct 31, 2025
15-General Conditions Supplemental Conditions for Building Construction and Related Work.pdf	PDF	Oct 31, 2025

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Structural Engineer

401 S 1ST STREET SUITE 600

AUSTIN , TX 78704

MARTINEZ MOORE ENGINEERING, LLC

1301 FANNIN STREET SUITE 755

HOUSTON, TX 77002

Architecture - Engineering - Interiors

Facilities Planning

4800 FOURNACE PL , TX 77401

HARRIS HEALTH

Revisions:

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SCAN SYS/CT/AXIAL/FULL-BODY

5656 KELLEY ST, HOUSTON, TX 77026

09/12/2025

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.

09/12/2025 Project No. 2321.05

CONTRACT DOCUMENTS

COVER SHEET

G1.0

O 'C

O N

, I N

O 'C

O N

, I N

NO. DESCRIPTION DATENO. DESCRIPTION DATE

09/12/2025

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

GENERAL NOTES APPLY TO ALL SHEETS.

THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,

TOOLS, EQUIPMENT, AND RELATED ITEMS REQUIRED TO

COMPLETE THE DEMOLITION WORK AS INDICATED BY THE

CONTRACT DOCUMENTS.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

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

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.

THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE

WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE

SOLELY RESPONSIBLE FOR ALL MEANS, METHODS,

TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR

COORDINATING ALL PORTIONS OF THE WORK UNDER THE

CONTRACT.

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.

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.

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.

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.

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.

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.

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.

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

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR OTHER WORK.

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.

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.

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.

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.

ANY EXISTING TO REMAIN FIREPROOFING OR FIRE

ASSEMBLIES DAMAGED DURING CONSTRUCTION ARE TO BE

REPAIRED TO ORIGINAL FIRE PROTECTION REQUIREMENTS.

IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING

STRUCTURE OPENED DURING DEMOLITION WITH

FIRESTOPPING MATERIAL AND/OR WATERPROOFING.

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

NON-ACCESSIBLE LOCATION

HANDS FREE OPERATION

USE ON PLANS EXAMPLE

WALL MOUNTED URINAL

NEW CONSTRUCTION

EXISTING CONSTRUCTION

DEMOLITION

HIDDEN LINE

FIRE/SMOKE BARRIERS

1 HOUR FIRE BARRIER

SMOKE/FIRE BARRIER

2 HOUR FIRE BARRIER

FIRE/SMOKE PARTITIONS

SMOKE PARTITION

1FB

1SB

2FB

0SP

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

A.F.F.

0'-0"

A123

NAME

ROOM NUMBER

REFER TO ROOM NUMBER

FOR TYPICAL INFORMATION

SIM

MATCHLINE

EXTERIOR

ELEVATION

EXTERIOR WALL TYPES-

Revisions:

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09/12/2025 Project No. 2321.05

CONTRACT DOCUMENTS

DRAWING INDEX AND

SYMBOLS

G1.1

O 'C

O N

, I N

O 'C

O N

, I N

DRAWING INDEX

GENERAL

G1.0 COVER SHEET

G1.1 DRAWING INDEX AND SYMBOLS

G2.1 ADULT TAS ACCESSIBILITY

G2.2 TYPICAL SPACE LAYOUTS WITH ACCESSORIES AND EQUIPMENT

LIFE SAFETY

LS1.1 CODE INFORMATION

LS1.3 LIFE SAFETY INFORMATION

STRUCTURAL

S0.1 GENERAL STRUCTURAL NOTES AND FRAMING PLANS

ARCHITECTURAL

A1.0 COMPOSITE FLOOR PLAN

A2.1 DEMOLITION PLAN

A3.1 FLOOR PLAN & REFLECTED CEILING PLAN

A7.1 PARTITION TYPES

A7.6 DOOR SCHEDULE, DOORS AND FRAME TYPES

A10.0 FINISHES, TRANSITIONS & PATTERNS

A11.1 INTERIOR ELEVATIONS & DETAILS

FIRE PROTECTION

FP1.1 FIRE PROTECTION NOTES, SYMBOLS, ABBREVIATIONS AND

ENLARGED PLAN.

PLUMBING

P1.1 PLUMBING NOTES, SYMBOLS AND ABBREVIATIONS

P3.1 PLUMBING PLANS

P4.1 MED GAS PLANS

P5.1 PLUMBING SCHEDULE AND DETAILS

MECHANICAL

M1.1 MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS

M2.1 MECHANICAL ENLARGED PLAN

M2.2 MECHANICAL CONTROLS

M9.1 MECHANICAL DETAILS

ELECTRICAL

E1.1 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E1.2 ELECTRICAL OVERALL PLAN

E2.1 ELECTRICAL DEMOLITION PLAN

E3.1 ELECTRICAL POWER PLAN

E4.1 LIGHTING PLAN

E5.1 SPECIAL SYSTEM PLAN

E8.1 ELECTRICAL SCHEDULES

E9.1 ELECTRICAL DETAILS

GENERAL PROJECT

NOTES

TEXAS MAP

VICINITY MAP

LOCATION MAP

PLUMBING FIXTURES

ARCHITECTURAL

LINETYPES

ARCHITECTURAL

MATERIALS

ARCHITECTURAL

SYMBOLS

HARRIS

COUNTY

SITE

LOCATION

SITE

LOCATION

ARCHITECTURAL ABBREVIATIONS

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 TILECLG CEILING EMER EMERGENCY HP HIGH POINT OD OUTSIDE DIAMETER SECT SECTION VTR VENT THROUGH ROOFCI CAST IRON ENCL ENCLOSURE HR HANDRAIL OFD OVERFLOW ROOF DRAIN SHR SHOWER VWC VINYL WALL COVERINGCLO 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 WESTCMP CROWN MOLDING PAINTED EQUIP EQUIPMENT ID INSIDE DIAMETER OFCI OWNER FURNISH CONTRACTOR INSTALL SPK SPEAKER W/ WITHCMS CROWN MOLDING STAINED EWC ELECTRIC WATER COOLER INCL INCLUDING OVH OVERHEAD SQ SQUARE WBP WOOD BASE PAINTEDCMT CERAMIC MOSAIC TILE EXP EXPANSION INSUL INSULATION OH OPPOSITE HAND SS STAINLESS STEEL WBS WOOD BASE STAINEDCMTB CERAMIC MOSAIC TILE BASE EXIST EXISTING INT INTERIOR OPNG OPENING ST STONE WC WATER CLOSETCMTW CERAMIC MOSAIC TILE WALL EXT EXTERIOR IPS IRON PIPE SIZE OPP OPPOSITE STC STONE COUNTERTOP

WD WOODCMU CONCRETE MASONRY UNIT STW STONE WALL

WDS WOOD STAINEDCO CASED OPENING FA FIRE ALARM J JOIST P PAINT(ED) STB STONE BASE WIN WINDOWCOL COLUMN FBO FURNISHED BY OTHERS JAN JANITOR PARA PARALLEL STC STAINED CONCRETE

W/O WITHOUTCONC 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

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

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

VIF VERIFY IN FIELD NO. DESCRIPTION DATE

M7.1 & SCHEDULES

09/12/2025

ELECTRICAL COMPOSITE PLAN - LEVEL 1

ELECTRICAL ONE-LINE DIAGRAMS AND SCHEDULES

THERMOSTAT

SWITCH6'

-8

" M

1'-3"

4' -0

" M

4"- 6"

OVERHEAD

CLEARANCE

REF. SECTION 307

TYP SWITCH/

THERMOSTAT/STROBE

/LOCATION

REF. SECTION 309

ELEVATION

LOBBY

CLEAR

OPENING

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

5' -0

O O

'-0

" M

-0 " W

C H

PUSH SIDE

PULL SIDE

3'-0" MIN.

PARALLEL TO DOOR

4'-0" MIN.

2'-8" CLEAR MIN.

2'-8" MIN.

3' -6

1'-6" MIN.5'

-0

" M

-0 " M

1'-0" MIN.

4" U.N.O.

3' -6

" M

-0 " W

R 4'

-0 " M

4' -6

" W

2'-0" MIN. 3'-6" MIN.

PARALLEL TO DOOR

4' -6

" M

. I F

D O

O R

'-6 " M

3' -6

" M

2' -0

" M

4' -0

" M

2'-8" 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 WIDTH CLEAR DOORWAY DEPTH TWO HINGED DOORS IN SERIES POCKET DOOR CLEARANCES

SIDE APPROACH

PLANPLAN

PLAN

4'-0" MIN.

2' -6

" M

5' -0

" M

5'-0" MIN.

1'-0" MIN.

3'-0" MIN.

1'-0" MIN.

3' -0

" M

-0 " M

. 5'

-0 " M

TURNING SPACE

REF. SECTION 304 TURNING SPACE

CLEAR FLOOR SPACE & DIAMETER

TURNING SPACE

T-TURN CLEAR FLOOR SPACE

ELEVATION

4' -0

" M

5' -0

AREA

MIN CLEAR

1'-6"

-6

REFUGE

TACTILE SIGN

REF. SECTION 703.4

TWO HINGED DOORS IN SERIES POCKET DOOR CLEARANCES

FRONT APPROACH

PLAN

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

MIN.

1'-10"

CLEAR OPENING

32" MIN.

SLIDING OR

FOLDING DOOR

SLIDING OR

FOLDING DOOR

1'-10" MIN.

3'-0" MIN.

" M

(a) (b)

" M

20" MAX >20"-25" MAX

" M

Figure 308.3.1 Unobstructed Side Reach

10" MAX

" M

Figure 308.3.2 Obstructed High

Side Reach

(a) (b)

" M

10" MAX

" M

>10"-24" MAX

Figure 308.2.1 Unobstructed Front Reach

Figure 308.2.2 Obstructed

Front Reach

REACH RANGES

REF. SECTION 308

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.

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

" H A

C O

U N

" H A

O U

R S

" H

LIGHT SWITCH THERMOSTAT ADA DOOR OPERATOR

CARD READER

POWER OUTLET

ABOVE COUNTER

DATA OUTLET

ABOVE COUNTER

EXIT

EXIT SIGN

EXIT

EXIT SIGN

ABOVE DOOR

EMERGENCY

FIRE STORAGE

TYPICAL DEVICE HEIGHTS

Revisions:

A us tin Sa n A nt on io Ho us to n

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CONTRACT DOCUMENTS

ADULT TAS ACCESSIBILITY

G2.1

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NO. DESCRIPTION DATE

1' -5

1' -6

4' -0

LAVATORY AND SINK NOTE:

LAVATORY AND SINK ACCESSORIES MOUNTED TO

WALL PERPENDICULAR TO PLUMBING WALL SHALL

NOT EXTEND PAST LEADING EDGE OF SINK OR

MORE THAN 4" INTO THE CLEAR FLOOR SPACE.1'-5"

MIN. CLEAR

5'-0"

8"4' -0

1'-2" 2'-4"

. C

-0

60" X 60" CLEAR

FLOOR SPACE

30" X 48" CLEAR

FLOOR SPACE

17" MAX

TOE CLEARANCE

6" MAX.

8" MIN.

11" MIN.

G R

" T O

T O

G H

9" M

" M

" SU

E R

" M

. T O

" M

. T

O O

40" MAX. FOR MIRRORS

INSTALLED ABOVE

LAVATORIES OR

COUNTERTOPS.

35" MAX. FOR MIRRORS

NOT INSTALLED ABOVE

LAVATORIES OR

COUNTERTOPS.

" M

1'-3" 1'-3"MIN

CLEAR AROUND GRAB

BARS - 12" ABOVE AND

1.5" BELOW

DISPENSER GRAB BARSEAT

" M

-8

TOILET NOTES:

FLUSH CONTROLS

SHALL BE LOCATED

ON THE OPEN SIDE

OF THE WATER

CLOSET NO MORE

THAN 24" AFF

SANITARY NAPKIN

ONLY OCCURS AT

WOMEN'S

RESTROOMS

CENTERLINE OF TOILET

TISSUE DISPENSER

" M

. T

O O

" M

. T

" M

PUBLIC

ACCESSIBLE TOILET

TOILET TYPES LAVORATORY TYPES - WALL MOUNTED

ACCESSIBLE LAVATORY

WITH ADJACENT WALL

MOUNTING HEIGHTS

ACCESSIBLE

LAVATORY

PAPER

TOWEL DISPENSER

SOAP

DISPENSER

MIRROR COAT

HOOK

ACCESSIBLE WATER

CLOSET AND GRAB BAR

. N

" M

NURSE CALLSANITARY NAPKIN

N U

L 4'

-0

MIN. CLEAR

8'-7"

6" 3'-0" 5'-1"

6" 3'

-0

MIN. CLEAR

6'-6"

. C

-6

1' -5

. C

-6

1' -6

MIN. CLEAR

6'-10"

1' -5

-7

. C

-6

IN SINGLE OCCUPANT TOILET ROOMS,

THE DOOR SWING IS ALLOWED TO

OVERLAP ALL CLEARANCES IF A 30X48

CLEAR AREA IS PROVIDED OUTSIDE

WITHIN THE ROOM BEYOND THE ARC OF

THE DOOR SWING. - TDLR TAS 603.2.3

EXCEPTION 2

5'-0"

2'-3"

2' -3

DOOR SWING IN

WATER CLOSET SIDE

DOOR SWING OUT

FRONT OF LAVORATORY

TOILET ROOM GENERAL NOTES:

PER TAS 604.3.2 TOILET

ACCESSORIES THAT ARE ONLY

ASSOCIATED WITH THE TOILET ARE

ALLOWED TO BE WITHIN THE CLEAR

FLOOR AREA. NO OTHER FIXTURE

OR OBSTRUCTION SHALL BE

LOCATED WITHIN THE REQUIRED

WATER CLOSET CLEARANCE

INCLUDING BUT NOT LIMITED TO

SOAP DISPENSER, PAPER TOWEL

DISPENSERS AND TRASH CANS.

Revisions:

A us tin Sa n A nt on io Ho us to n

Ba rto n Sp rin gs

R oa d , S ui te

, A us tin , T ex as

B ro ad w ay

, S ui te

, S an A nt on io , T ex as

F an ni n St re et

, S ui te

, H ou st on , T ex as p:

.7 f

.6 f

.1 f

Au to de sk

D oc s:

//H ar ris

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_2 4_

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CONTRACT DOCUMENTS

TYPICAL SPACE LAYOUTS

WITH ACCESSORIES AND

EQUIPMENT

G2.2

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GENERAL NOTES

THIS SHEET PROVIDES GENERAL

REQUIREMENTS.

REFER TO FLOOR PLANS FOR

ADDITIONAL ACCESSORIES OR OTHER

BUILDING ELEMENTS THAT ARE NOT

SHOWN IN THE TYPICAL LAYOUTS ON

THIS SHEET

THE FIXTURE GRAPHICS ON THIS

SHEET DO NOT REPRESENT THE

FIXTURE TYPES FOR THE PROJECT,

REFER TO PLUMBING DRAWINGS FOR

ACTUAL FIXTURE TYPES

DIMENSIONS SHOWN ON THIS SHEET

ARE THE MINIMUM REQUIREMENTS.

REFER TO PLANS FOR ADDITIONAL

DIMENSIONS AND REQUIREMENTS. IF

A CONFLICT ARISES BETWEEN THESE

MINIMUM DIMENSIONS AND THE

DIMENSIONS INDICATED ON PLANS

NOTIFY THE ARCHITECT.

DASHED LINES INDICATE

ACCESSIBILITY REQUIREMENTS FOR

CLEAR FLOOR OR KNEE SPACE.

PROVIDE PIPE PROTECTION FOR ALL

EXPOSED PIPING AT BOTH

ACCESSIBLE AND NON-ACCESSIBLE

LAVATORIES.

CHAPTER 3: USE & OCCUPANCY CLASSIFICATION

Occupancy Types: Institutional Group I-2 (Hospitals), Condition 2 308.3

BUILDING CODE ANALYSIS

OWNER: HARRIS HEALTH SYSTEMS

OR PROJECT NUMBER: 2321.05

PROJECT: LBJ SCAN SYS/CT/AXIALFULL-BODY

LOCATION: 5656 KELLEY ST, HOUSTON, TEXAS, 77026

JURISDICTION: CITY OF HOUSTON

APPLICABLE CODES AND STANDARDS

Building Code 2021 International Building Code, with Houston Amendments

Electrical Code 2023 National Electrical Code with Administrative Code Provisions

Plumbing Code 2021 Uniform Plumbing Code, with Houston Amendments

Mechanical Code 2021 Uniform Mechanical Code, with Houston Amendments

Fire Code 2021 International Fire Code, with Houston Amendments

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

Accessibility Codes 2012 Texas Accessibilities Standards

Existing Building Code 2021 International Existing Building Code, with Houston Amendments

NFPA Code National Fire Protection Association 101

PROJECT SUMMARY

Building Construction Type IA

Renovation Gross Area Floor 1 901.75 SF

Building Height 4 Stories

TEXAS ARCHITECTURAL BARRIERS PROJECT #

CHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON USE & OCCUPANCY

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 5: GENERAL BUILDING HEIGHTS & AREA

Address Identification Buildings shall be provided with an Approved address identification, legible and placed in a position that is visible form the street or road fronting the property. Additional approved locations shall be provided as to facilitate emergency response.

502.1

Height in Feet above Grade Plan The maximum height, in feet, of a building shall not exceed the limits as described below 503

Occupancies I-2: Unlimited (Type IA, Fully Sprinklered) T 503

Number of Stories The maximum number of stories above grade plan of a building shall not exceed the limits indicated below:

Occupancy I-2 Unlimited (Type IA, Fully Sprinklered)

Building Area The floor area of a building shall be determined based off of the construction type, occupancy classification, whether there is a sprinkler system, and the amount of building on a public way or open space.

506.1

Incidental Uses In ambulatory care facilities or Group I-2 occupancies, storage rooms greater than 100 square feet: 1 hour 509.1

CHAPTER 6: TYPES OF CONSTRUCTION

Fire Resistance Rating Requirements Construction Type (IA) 602

Primary Structural Frame 3 Hour T 601

Floor Construction and associated secondary structural members 2 hour T 601

Roof Construction and associated secondary structural members 2 hour T 601

CHAPTER 7: FIRE & SMOKE PROTECTION SYSTEMS

Smoke Barriers 709

Fire-resistance rating: 1 hour 709.3

Openings 709.5

Penetrations 709.6

Membrane Penetrations 714.3.2

Requited wall Rating: 1 Hour 716.5T

Min Fire door and Shutter Rating: 1/3 Hour

Fire Rated Glazing Marking Door Vision Panel: D-20

Min Sidelight / Transom Rating: 3/4 hours

Fire Rated Glazing Marking Sidelight / Transom: D-H-OH-45

Door assemblies in corridors and smoke barriers: Minimum 20 minutes 716.5.3

Opening Protectives

Fire Barriers Rated 1 Hour including Required Wall Rating: 1 Hour 716.1(2)

Other Fire Barriers rated 1 hour Required Wall Rating: 1 Hour 716.1(2)

Min, Fire Door and Shutter Rating: 3/4 Hour 716.1(2)

CHAPTER 8: INTERIOR FINISHES

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 803.1.2 shall not be required to be tested in accordance with 803.1.1

803.1

Interior wall and ceiling finish material tested in accordance with NFPA 286 Interior wall and ceiling finish material shall be classified in accordance with ASTM E 84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke-developed indexes.

803.1.1

Class A = Frame spread index 0 - 25; smoke-developed index 0-450.

Class B = Frame spread index 26 - 75; smoke-developed index 0-450.

Class C = Frame spread index 76 - 200; smoke-developed index 0-450.

Interior Wall and Ceiling Finish Requirements Based on Business Occupancy Sprinklered T803.9

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

Corridors and enclosure for exit access stairways and ramps= B

Rooms and enclosed spaces= B

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

804.1

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.

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

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

Subfloor Floor sleepers, bucks and nailing blocks shall not be constructed of combustibles material, unless the space between the fire-resistance rate floor assembly and floorong us either solidly filler with noncombustibl;e materials or fireblocked in accordance with section 718 and provide that such open

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

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 8050.1.1.

805.1.3

Decorative Materials and Trim

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

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

CHAPTER 10: MEANS OF EGRESS

Max. Floor Area Allowances per Occupant T 1004.1.1

Outpatient area 100 gross

Egress Width .2 per occ 1005.1

Accessible Means of Egress Existing 1007.1

Common Path of Travel fully sprinkled: 75 feet 1014.3

Exit Access Travel Distance fully sprinkled: 200 feet T 1016.1 Exception 4

Corridor Fire Resistance Rating Not Required (fully sprinklered building) T 1018.1

Mnimum Number of Exits minimum of 2 1021

Dead End Corridors 20 ft - Existing 1018.4

Minimum Number of Exits Existing to remain. The renovation scope does not impact the occupancy type and occupant load of the space. T 1021.1

Revisions:

A us tin Sa n A nt on io Ho us to n

Ba rto n Sp rin gs

R oa d , S ui te

, A us tin , T ex as

B ro ad w ay

, S ui te

, S an A nt on io , T ex as

F an ni n St re et

, S ui te

, H ou st on , T ex as p:

.7 f

.6 f

.1 f

Au to de sk

D oc s:

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H ea lth

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R ep la ce m en t/2

_2 4_

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09/12/2025 Project No. 2321.05

CONTRACT DOCUMENTS

CODE INFORMATION

LS1.1

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, I N

S S

F.E.C.

CG1

FEC

CHR

CHS

LAV

LAVLAV

LAVLAV HC

LAV

EMERG SHWR

EDF

LAV.

K- 435 0 W

EL LC

M M

E C

_ TO

ILE TS

VI TR

U S C

K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

K-4350 W

ELLC

M M

E C

_TO

ILETS

VITR

U S C

K-4350 W

ELLC

M M

E C

_TO

ILETS

VITR

U S C

K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

K-4350 W

ELLC

M M

E C

_TO

ILETS

VITR

U S C

K-4350 W

ELLC

M M

E C

_TO

ILETS

VITR

U S C

K-

O M

M E

C _T

S C

K-

O M

M E

C _T

S C

AK-

O M

M E

C _T

S C

K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

K-4350 W

ELLC

M M

E C

_TO

ILETS

VITR

U S C

K- 435 0 W

EL LC

M M

E C

_TO

ILE TS

VI TR

U S C

K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

K-4350 W

ELLC

M M

E C

_TO

ILETS

VITR

U S C

K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

E W

K-

O M

M E

C _T

S C

Stair Dn

DOWN

5- Dr wr La t F ile

2-Drwr Lat File

Hutch 60"w

Flp-Lgt

Lat File 2-Drwr65 "h

/60 "w pa ne l

65"h/24"w panel 65"h/48"w panel

/30 "w pa ne l

BBF

65"h/36"w panel

Flp-Lgt

BBF

48 lg Transaction

/24 "w pa ne l

48"h/48"w panel

/48 "w pa ne l

48"h/24"w panel

5-Drwr Lat File

Flp-Lgt

BBF

Flp-Lgt

BBF

65" h/4

8"w pa nel

65"h/60"w panel

65" h/4

8"w pa nel

65"h/60"w panel

65" h/4

8"w pa nel

BBF

Flp-Lgt 65"h/60"w panel

65"h/48"w panel

65"h/24"w panel

Flp-LgtBBFFlp-Lgt BBF

/48 "w pa ne l

65"h/60"w panel 65"h/60"w panel

/48 "w pa ne l

65"h/36"w panel

Sh elv ing

"d Sh elv ing

Sh elv ing

"d Sh elv ing

Sh elv ing

Shelving 18"d

Sh elv ing

Shelving 18"d

Sh elv ing

La t F ile4- Dr wr

2 d rw r la t

BBF

De sk x3

Desk 62x30 Desk 62x30

2 d rw r la t

Desk 62x30

La t-3 dr wr

+2 sh elv es

Re tur n w ith

H utc h

BBF

Lat-3 drwr+2 shelves

Desk 66x30

Hutch 60"w

65"h/48"w panel

/48 "w pa ne l

65"h/48"w panel

/48 "w pa ne l

"h /48

"w pa ne l

/48 "w pa ne l

"h /48

"w pa ne l

65"h/48"w panel

Ro t L tr Ro t L tr

Ro t L tr

R o t F ile

24/2424/16 24/20

36/36

C H R

H W R

H W S

C H R

CHS

CHR

F O

N C

N O2

M V

M A

CHS

CHR

C H R

H W S

H W R

H W S

C H R

C H S

CH-1

CH-2

C O

N N

M A

M V

HWR

HWS

HWR

6" TYP.

1r"

1r" s"

20"I.D.

5 6

C H S

10" V&BF

HR RR

R RR

HR RR

CR RR

R RR

H R

R R

H R

R R C R

R R

HR RR

CR RR

HR RR

CR RR

HR RR

CR RR

HR RR

CR RR

HR RR

I R.

HR RR

CGCG

C G

C R

C G

RR C

CR RR

C G

G CR

C G

CR RR

C G

CGCG

HR RR

CGCG

CR RR

CR RR CG

CG CG CG

HR RR

CG CG

CR RR

HR RR CG C

HR RR HR RRCGCG

HR RR CGHR RR

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CG CR

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HR RR CGHR RR CG HR RR CGHR RR

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C G

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H R

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C G

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HR RR

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C G

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CR RR CR RR

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CR RR CR RR

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HR RR C

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C G C G

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C G C G

CR RR

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HR RR C

GCR RR

C G

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CR RR

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CG CG CG CGCG CG

C R

R R

C R

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C R

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R R

C G

C R

R R

C R

R R

C R

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C G

C R

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C R

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C G

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ILE

FD FD

FD FD FD

FDFD

A S

V O

K-

O M

M E

C _T

S C

K-4350WELLCOMMEC_TOILETSVITREOUS CHINAK-4350WELLCOMMEC_TOILETSVITREOUS CHINA

K-

O M

M E

C _T

S C

K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

S L

FIRE EXT.

OCCUPANT LOAD SERVED

EXIT MARK. REFER TO

SCHEDULE

FIRE EXTINGUISHER CABINETFEC

X X

TRAVEL DISTANCE

TO EXIT

COMMON PATH OF

TRAVEL TO EXIT

DOOR EXIT

97' - 6"

17' - 6"

FIRE/SMOKE BARRIERS

1 HOUR FIRE BARRIER

SMOKE/FIRE BARRIER

2 HOUR FIRE BARRIER

FIRE/SMOKE PARTITIONS

SMOKE PARTITION

1FB

1SB

2FB

0SP

LIFE SAFETY LINETYPES

LIFE SAFETY LEGEND

1. LIFE SAFETY PLANS ARE MEANT TO BE

VIEWED AND PRINTED IN COLOR.

TRUE NORTH

PLAN NORTH

113' - 6" : 200' - 0"

22' - 6" : 75' - 0"

462 SF

CT ROOM 1

RD1197

134 SF

UPS ROOM

RD1176

PT. TLT

RD1199

240 SF

C.T. CTRL. RM

RD1195

Revisions:

A us tin Sa n A nt on io Ho us to n

Ba rto n Sp rin gs

R oa d , S ui te

, A us tin , T ex as

B ro ad w ay

, S ui te

, S an A nt on io , T ex as

F an ni n St re et

, S ui te

, H ou st on , T ex as p:

.7 f

.6 f

.1 f

Au to de sk

D oc s:

//H ar ris

H ea lth

C T

Sc an

R ep la ce m en t/2

_2 4_

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CONTRACT DOCUMENTS

LIFE SAFETY

INFORMATION

LS1.3

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GENERAL LIFE

SAFETY NOTES

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

PARTIAL FIRST FLOOR LIFE SAFETY PLAN1

TRUE NORTH PLAN NORTH

K L M

EXIST SOG

NOTES:

1. SCOPE FOR THIS PROJECT IS LIMITED. REFER TO ARCHITECTURAL DRAWINGS FOR FULL EXTENT OF

WHAT IS IN SCOPE AND WHAT IS NOT.

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

3. EXISTING GROUND FLOOR SLAB IS A 5" THICK FULL SUPPORTED SLAB-ON-GRADE REINFORCED WITH

#3@15" EA WAY.

4. GC TO SURVEY FLATNESS/LEVELNESS OF EXISTING SLAB WITHIN THE CT ROOM. DEPENDING ON NEW

CT MACHINE FLATNESS/LEVELNESS REQUIREMENTS, REMEDIAL MEASURES MAY BE REQUIRED, GC

TO COORD.

Revisions:

A u st in

S a n A n to n io

H o u s to 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 xa s

B ro a d w a y S u 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

.7 f

.7 p

.6 f

.6 p

.1 f

09/12/2025

A u to d e s k D o c s

/H a rr is

H e a lt h

L B

J C

T S c a n

R e p la c e m e n t/ Y

H S

L B

J C

T S c a n S

T R

.r v t

P M

S C

A N

S Y

S /A

L /F

U L

L -B

O D

K E

E Y

S T, H O

U S

X A

H A

R R

E A

S Y

09/12/2025

Project No. 2321.05

CONTRACT DOCUMENTS

GENERAL STRUCTURAL

NOTES AND FRAMING

PLANS

S0.1

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

1/4" = 1'-0"1

LEVEL 1 FRAMING PLAN

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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 A7.1 FOR PARTITION TYPES

4. REFER TO A10 SERIES FOR INTERIOR ELEVATION