6-Drawings.pdf

Structural Engineer 401 S. 1st Street , Suite 600

Austin , TX 778704

MARTINEZ MOORE

1301 FANNIN STREET SUITE 755

HOUSTON, TX 77002

Architecture - Engineering - Interiors

4800 FOURNACE PLACE , 5TH FLOOR EAST

HOUSTON , TX 77401

Revisions:

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LBJ RADIOGRAPHIC SYS/FILM

5656 KELLEY ST, HOUSTON, TX, 77026

08/01/2025

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.

08/01/2025 Project No. 2321.07 &

24-2MC02306

CONTRACT DOCUMENTS

COVER SHEET

G1.0

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NO. DESCRIPTION DATENO. DESCRIPTION DATE

08/01/2025

1.

2.

3.

4.

5.

6.

7.

8.

9.

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 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.

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

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

NEW CONSTRUCTION

EXISTING CONSTRUCTION

DEMOLITION

HIDDEN LINE

FIRE/SMOKE BARRIERS

1 HOUR FIRE BARRIER

SMOKE/FIRE BARRIER

FIRE/SMOKE PARTITIONS

1 HOUR FIRE PARTITION

SMOKE PARTITION

1FB

1SB

1FP

0SP

LEAD LINING

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

CEILING ELEVATION A.F.F.

REVISION

INTERIOR

ELEVATION

SECTION

NORTH

ROOM NAME

N

A123

NAME

ROOM NUMBER

REFER TO ROOM NUMBER

FOR TYPICAL INFORMATION

1t

SIM

MATCHLINE

EXTERIOR

ELEVATION

EXTERIOR WALL TYPES-

A.F.F.

0'-0" ELEVATION HEIGHT

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

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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:

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p:

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08/01/2025 Project No. 2321.07 &

24-2MC02306

CONTRACT DOCUMENTS

DRAWING INDEX AND

SYMBOLS

G1.1

O 'C

O N

N

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O 'C

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N

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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

LS1.2 LIFE SAFETY INFORMATION

STRUCTURAL

S1-0 GENERAL STRUCTURAL NOTES AND FRAMING PLANS

ARCHITECTURAL

A3.1 DEMOLITION AND NEW CONSTRUCTION PLANS, DOOR SCHEDULE

AND DOOR DETAILS

A10.0 EQUIPMENT PLAN, REFLECTED CEILING PLAN, AND FINISH PLAN

A11.1 INTERIOR ELEVATIONS & MILLWORK SECTIONS

FIRE PROTECTION

FP1.1 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS

PLUMBING

P1.1 PLUMBING NOTES, SYMBOLS AND ABBREVIATIONS

P2.1 PLUMBING DEMOLITION PLAN

P3.1 PLUMBING PLAN

MECHANICAL

M1.1 MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS

M2.1 MECHANICAL PLANS

GENERAL PROJECT

NOTESDRAWING INDEX

ELECTRICAL

E1.1 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E2.0 ELECTRICAL COMPOSITE PLAN

E2.1 ELECTRICAL DEMOLITION PLANS

E3.1 ELECTRICAL POWER PLAN

E4.1 LIGHTING PLAN

E5.1 SPECIAL SYSTEM PLANS

E7.1 PARTIAL ONE-LINE DIAGRAMS

E8.1 ELECTRICAL SCHEDULES

E9.1 ELECTRICAL DETAILS

TEXAS MAP VICINITY MAP LOCATION MAP

PLUMBING FIXTURES

ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL

LINETYPES

ARCHITECTURAL

MATERIALS

ARCHITECTURAL

SYMBOLS

HARRIS COUNTY SITE LOCATION SITE LOCATION

NO. DESCRIPTION DATE

THERMOSTAT

SWITCH6'

-8

" M

IN

1'-3"

O

PE

R

AB

LE

P

AR

T

4' -0

" M

AX

TO

H

IG

H

ES

T

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

"M

IN

IF

P

AR

AL

LE

L

TO

D

O O

R

IS

'-0

" M

IN

4'

-0 " W

C

LO

SE

R

L

AT

C H

PUSH SIDE

PULL SIDE

3'-0" MIN.

PARALLEL TO DOOR

4'-0" MIN.

4'-0" MIN.

2'-8" CLEAR MIN.

2'-8" MIN.

3' -6

3' -6

1'-6" MIN.5'

-0

" M

IN

4'

-0 " M

IN

1'-0" MIN.

4" U.N.O.

3' -6

" M

IN

4'

-0 " W

C

LO

SE

R 4'

-0 " M

IN

4' -6

" W

C

LO

SE

R

2'-0" MIN.

3'-6" MIN.

PARALLEL TO DOOR

4' -6

" M

IN

. I F

PA

R

AL

LE

L

TO

D O

O R

IS

'-6 " M

IN

3' -6

" M

IN

2' -0

" M

AX

4' -0

" M

IN

2'-8" MIN.

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 WIDTH

CLEAR DOORWAY DEPTH

TWO HINGED DOORS IN SERIES

POCKET DOOR CLEARANCES

SIDE APPROACH

PLANPLAN

PLANPLAN

PLAN

4'-0" MIN.

2' -6

" M

IN

5' -0

" M

IN

5'-0" MIN.

1'-0" MIN.

3'-0" MIN.

1'-0" MIN.

3' -0

" M

IN

2'

-0 " M

IN

. 5'

-0 " M

IN

TURNING SPACE

REF. SECTION 304 TURNING SPACE

CLEAR FLOOR SPACE & DIAMETER

TURNING SPACE

T-TURN CLEAR FLOOR SPACE

ELEVATION

M

IN

4' -0

" M

AX

5' -0

AREA

OF

MIN CLEAR

1'-6"

M

IN

C

LE

AR

1'

-6

REFUGE

TACTILE SIGN

REF. SECTION 703.4

TWO HINGED DOORS IN SERIES

POCKET DOOR CLEARANCES

FRONT APPROACH

PLAN

ELEVATION

M

IN

4' -0

" M

AX

5' -0

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

4' -0

"M

AX

5' -0

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

MIN.

1'-10"

CLEAR OPENING

32" MIN.

SLIDING OR

FOLDING DOOR

SLIDING OR

FOLDING DOOR

1'-10" MIN.

3'-0" MIN.

X>

4"

1 1/2"1 1/4"-2"1 1/4"-2"

MIN.

2 1/4"

1/

2"

HANDRAILS & GRAB BARS

TYPICAL HANDRAIL TYPICAL GRAB BAR

4 1/2" MAX.

H

EI

G H

T

AF

F

H

EI

G H

T

AF

F

" M

AX

" M

IN

(a) (b)

" M

AX

20" MAX >20"-25" MAX

" M

AX

Figure 308.3.1 Unobstructed Side Reach

10" MAX

" M

IN

" M

AX

Figure 308.3.2 Obstructed High

Side Reach

(a) (b)

" M

AX

10" MAX

" M

AX

" M

AX

" M

AX

>10"-24" MAX

Figure 308.2.1 Unobstructed Front Reach

Figure 308.2.2 Obstructed

Front Reach

REACH RANGES

REF. SECTION 308

1'-2"

ACCESSIBLE

COUNTER

34" MAX

HEIGHT TO

RIM OF SINK

SU

R

FA

C

E R

EF

LE

C

TI

VE

" M

AX

. T O

" M

AX

. T

O O

PE

R

AB

LE

F

EA

TU

R

E

40" MAX. FOR MIRRORS

INSTALLED ABOVE

LAVATORIES OR

COUNTERTOPS.

35" MAX. FOR MIRRORS

NOT INSTALLED ABOVE

LAVATORIES OR

COUNTERTOPS.

" M

AX

TO

C

O N

TR

O

LS

" M

AX

1'-2"

1' -5

4' -0

1'-3" 1'-3" 3"

ACCESSIBLE

COUNTER

34" MAX

HEIGHT TO

RIM OF SINK

1' -5

4' -0

LAVATORY AND SINK NOTES:

1. 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.

2. REFERENCE FLOOR PLAN FOR ACTUAL SINK FIXTURE TYPE. (DROP-IN SHOWN.)

1'-3" 1'-3"

4' -0

" M

AX

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AX

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ACCESSIBLE / NON-ACCESSIBLE

SINK ADJACENT WALL

ACCESSIBLE /

NON-ACCESSIBLE SINK

SINK TYPES - COUNTER MOUNTEDMOUNTING HEIGHTS

PAPER

TOWEL DISPENSER

SOAP

DISPENSER

MIRROR COAT

HOOK

ELECTRIC

HAND DRYER

FIRE EXTINGUISHER

CABINET OR BRACKET

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

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.

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.

FINISH FLOOR

C O

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C O

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" H A

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" H

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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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08/01/2025 Project No. 2321.07 &

24-2MC02306

CONTRACT DOCUMENTS

ADULT TAS ACCESSIBILITY

G2.1

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K-4350 W

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K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

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K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

K-4350 W

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K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

K-4350 WELLCOMME C_TOILETS VITREOUS CHINA

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FSFS

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5- Dr wr La t F ile

2-Drwr Lat File

2-Drwr Lat File

Hutch 60"w

Flp-Lgt Lat File2-Drwr65

"h /60

"w pa ne l

65"h/24"w panel65"h/48"w panel

"h

/30 "w pa ne l

BBF

65"h/36"w panel Flp-Lgt

BBF

48 lg Transaction

"h

/24 "w pa ne l

48"h/48"w panel

"h

/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 nel65"h/60"w panel

65" h/4

8"w pa nel65"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 panel65"h/24"w panel

Flp-LgtBBFFlp-Lgt BBF65 "h

/48 "w pa ne l

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

"h

/48 "w pa ne l

"h

/48 "w pa ne l

65"h/36"w panel

Sh elv ing

"d Sh elv ing

"d

Sh elv ing

"d Sh elv ing

"d

Sh elv ing

"d

Sh elv ing

"d

Shelving 18"d

Sh elv ing

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Shelving 18"d

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Desk 62x30 Desk 62x30

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Desk 66x30

Hutch 60"w

65"h/48"w panel

"h

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65"h/48"w panel

"h

/48 "w pa ne l65 "h

/48 "w pa ne l65 "h

/48 "w pa ne l65 "h

/48 "w pa ne l

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Ro t L tr Ro t L tr

Ro t L tr

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R o t F ile

R o t F ile

R o t F ile

HR RR

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K-4350WELLCOMMEC_TOILETSVITREOUS CHINAK-4350WELLCOMMEC_TOILETSVITREOUS CHINA

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K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

S L

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FIRE EXT.

AKT

SCOPE OF WORK

OCCUPANT LOAD SERVED

EXIT MARK. REFER TO

SCHEDULE

X X

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

FIRE/SMOKE PARTITIONS

1 HOUR FIRE PARTITION

SMOKE PARTITION

1FB

1SB

1FP

0SP

LIFE SAFETY LINETYPES

LIFE SAFETY LEGEND

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

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08/01/2025 Project No. 2321.07 &

24-2MC02306

CONTRACT DOCUMENTS

CODE INFORMATION

LS1.1

O 'C

O N

N

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SO

N

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O 'C

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N

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SCALE: 1" = 50'-0"

FIRST FLOOR LIFE SAFETY PLAN1

TABS############

TEXAS ARCHITECTURAL BARRIERS PROJECT #

Building Height 4 Story

Room 1139 Control - 76 SF Room 1138 Imaging - 233 SF

Renovation Gross Square Footage Room 1137 Imaging - 226 SF

Existing Building Gross Square Footage 154,663 SF

Building Construction Type 1A

PROJECT SUMMARY

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

Accessibility Codes 2012 Texas Accessibilities Standards

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

Fire Code 2021 International Fire Prevention Code, with Houston Amendments

Mechanical Code 2021 International Mechanical Code, with Houston Amendments

Plumbing Code 2021 International Plumbing Code, with Houston Amendments

Electrical Code 2023 National Electrical Code

Building Code 2021 International Building Code, with Houston Amendments

APPLICABLE CODES AND STANDARDS

JURISDICTION: City of Houston LOCATION: 5656 Kelley St, Houston, TX PROJECT: LBJ Radiographic SYS/Film

OR PROJECT NUMBER: 2321.07

OWNER: Harris Health

BUILDING CODE ANALYSIS

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

CHAPTER 5: GENERAL BUILDING HEIGHTS & AREA

Roof Construction and associated secondary structural members

1 1/2 hour T 601

Floor Construction and associated secondary structural members

2 hour T 601

Nonbearing Walls and Partitions (interior)

0 hour T 601

Nonbearing Walls and Partitions (exterior)

0 Hour when separation distance is greater than 10', 1 hour when distance is less than 10' T 705.5 Bearing Walls (Interior) 3 Hour Bearing Walls (exterior) 3 Hour T 601 Primary Strucutral Frame 3 Hour T 601

Fire Resistance Rating Requirements

Construction Type (1A) 602

CHAPTER 6: TYPES OF CONSTRUCTION

Fire Resistance Rating Smoke Partitions are not required to have a fire resistance rating 710.3 Smoke Partition

Fire Resistance Rating Smoke Barriers shall have a fire resistance rating of : One (1) Hour 709.3 Smoke Barriers 709

Fire Resistance Rating Fire Walls shall have a fire resistance rating of : Three (3) Hours T706.4 Fire Walls 706

CHAPTER 7: FIRE & SMOKE PROTECTION SYSTEMS

Minimum critical radiant flux The minimum critical radiant flux shall be Class I in Group I-2 804.4.2

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 & floor covering materials shall comply with 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

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

CHAPTER 3: USE & OCCUPANCY CLASSIFICATION

NO. DESCRIPTION DATE

Project consists of the replacement of the existing X-ray equipment with new X-ray equipment at level 1 of the hospital. The renovation will include modifications to the interior finishes to update them to current standards and upgrades to existing infrastructure as required for the new equipment.

Dead End Corridors 20 ft 1018.4 Corridor Fire Resistance Rating Not Required (fully sprinklered building) T 1018.1

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

Common Path of Travel fully sprinklered: 75 feet 1014.3 Accessible Means of Egress EXISTING 1007.1

Egress Width .2 per occ / .3 per occ for stairs at I-2 occupancy 1005.1

Max. Floor Area Allowances per Occupant

T 1004.1.1

CHAPTER 10: MEANS OF EGRESS

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EXIT MARK. REFER TO

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TRAVEL DISTANCE

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DOOR EXIT

97' - 6"

17' - 6"

FIRE/SMOKE BARRIERS

1 HOUR FIRE BARRIER

SMOKE/FIRE BARRIER

FIRE/SMOKE PARTITIONS

1 HOUR FIRE PARTITION

SMOKE PARTITION

1FB

1SB

1FP

0SP

LIFE SAFETY LINETYPES

LIFE SAFETY LEGEND

1. LIFE SAFETY PLANS ARE MEANT TO BE

VIEWED AND PRINTED IN COLOR.

N

TRUE NORTH

N

PLAN NORTH

158' - 6" : 200' - 0"

21' - 0" : 75' - 0"

SCOPE OF WORK

Revisions:

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

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08/01/2025 Project No. 2321.07 &

24-2MC02306

CONTRACT DOCUMENTS

LIFE SAFETY

INFORMATION

LS1.2

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GENERAL LIFE

SAFETY NOTES

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

ENLARGED PARTIAL FIRST FLOOR LIFE SAFETY PLAN1

CSR

DC

CS

Rev. 1.0

CS

DC

CSR

DC

CS

Rev. 1.0

CS

DC

IMAGING 2

CONTROL

IMAGING 1

TECH SUPT.

PASSAGE

REGIS. OFC.

CORRIDOR

6'-5 1/4"

6'-5 1/4"

7 8

F

G

EXIST SOG

(REF NOTES)

EXISTING PLAN NOTES:

1. SCOPE FOR THIS PROJECT IS LIMITED. REFER TO ARCHITECTURAL DRAWINGS FOR FULL EXTENT OF WHAT IS INCLUDED IN SCOPE AND WHAT IS EXCLUDED.

2. CONTRACTOR TO REFER TO EXISTING DRAWINGS FOR THIS BUILDING "LBJ GENERAL HOSPITAL EMERGENCY CENTER PHASE 2 ADDITION AND RENOVATION, 5656 KELLEY STREET, HOUSTON, TEXAS 77026" BY BROWNE PENLAND MCGREGOR STEPHENS ARCHITECTS, INC. AND HAYNES WHALEY ASSOCIATES STRUCTURAL ENGINEERING (STRUCTURAL ENGINEER) DATED JULY 2009. 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 #4@15" EA WAY.

4. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ANY OF THIS WORK.

5. CONTRACTOR TO COORDINATE THIS WORK WITH REQUIREMENTS FROM VENDOR DRAWINGS "XXXXXXXXXXX" BY PHILLIPS.

7 8

F

G

EXISTING PLAN NOTES:

1. CONTRACTOR TO REFER TO EXISTING DRAWINGS FOR THIS BUILDING "LBJ GENERAL HOSPITAL EMERGENCY CENTER PHASE 2 ADDITION AND RENOVATION, 5656 KELLEY STREET, HOUSTON, TEXAS 77026" BY BROWNE PENLAND MCGREGOR STEPHENS ARCHITECTS, INC. AND HAYNES WHALEY ASSOCIATES STRUCTURAL ENGINEERING (STRUCTURAL ENGINEER) DATED JULY 2009.

2. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ANY OF THIS WORK.

3. EXISTING ROOF FRAMING CONSISTS OF A 1 1/2" STEEL ROOF DECK SUPPORTED BY STEEL ROOF JOISTS AND BEAMS. EXISTING FLOOR FRAMING CONSISTS OF 3" CONCRETE IN 2" DEEP

COMPOSITE STEEL DECK SUPPORTED BY STEEL BEAMS.

4. LAYOUT OF EXISTING FRAMING IS BASED ON EXISTING DRAWINGS AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF UNISTRUT SHOP DRAWINGS. IF EXISTING UNISTRUT OR OTHER

MISCELLANEOUS STEEL FRAMING FOR EXISTING X-RAY MACHINE SUPPORT IS FOUND, CONTRACTOR TO PROVIDE AS-BUILT INFORMATION INCLUDING SIZE AND LOCATION TO SEOR FOR

REVIEW TO DETERMINE IF IT CAN BE SALVAGED AND RE-USED, AT CONTRACTOR'S OPTION.

5. AT ROOF CONDITION INTENT OF FRAMING IS TO PROVIDE A UNISTRUT BETWEEN JOISTS WHICH WOULD IDEALLY BE LOCATED NEAR THE EXISTING ROOF JOIST PANEL POINTS (REFER TO DETAIL 8/S1-0). IF SO PLACED, NO ADDITIONAL JOIST STIFFENING WOULD BE REQUIRED. IF NOT, INSTALL JOIST STIFFENING PER TYPICAL DETAIL 9/S1-0.

6. UNISTRUT CONNECTIONS TO EXISTING ROOF JOISTS TO BE BY INSTALLER AND SHALL BE INCLUDED IN SHOP DRAWINGS. REFER TO 3/S1-0 AND 4/S1-0 FOR REPRESENTATIVE DETAILS.

7. CONTRACTOR TO COORDINATE THIS WORK WITH REQUIREMENTS FROM VENDOR DRAWINGS "FINAL SITE PREPARATION SUPPORT DOCUMENT" BY PHILLIPS.

(E X

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(EXIST) W24 (EXIST) W24

(EXIST) W21 (EXIST) W21

(EXIST) W21 (EXIST) W21

(EXIST) W16 (EXIST) W16

(EXIST) 24K (EXIST) 24K

(EXIST) 24K (EXIST) 24K

(EXIST) 24K (EXIST) 24K

(EXIST) 24K (EXIST) 24K

P

P

P

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BO EXIST DECK

+13'-9"

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EXISTING JOIST

UNISTRUT, REF PLAN

(BY PROVIDER)

UNISTRUT BEAM

CLAMPS/BOLTS

(BY PROVIDER)

N O

T E

S R

E F

UNISTRUT

DIAGONAL BRACE

UNISTRUT HORIZONTAL

SUBFRAME

M A

X

IM

U M

L O

A D

UNISTRUT DIAGONAL

BRACE

BO CEILING

FV

NOTES:

1. PROVIDER TO SUBMIT SHOP DRAWINGS SHOWING METHOD OF

ATTACHMENT TO SEOR FOR REVIEW.

2. BOTTOM OF UNISTRUT TO BE 1/4" BELOW BOTTOM OF CEILING. GC TO

COORD WITH EQUIP REQUIREMENTS.

3. DESIGN OF THREADED RODS AND THEIR CONNECTIONS INCLUDING TO

BASE STRUCTURE, TO OTHER UNISTRUT AND BRACING BY UNISTRUT

PROVIDER.

4. MAXIMUM LOAD = 1,000 LBS (GC TO COORD WITH EQUIP PROVIDER).

5. REFER TO DETAIL FOR ADDL REQ FOR EXISTING ROOF JOISTS.

REFER TO NOTE 5 FOR ADDL

REQ DEPENDENT ON UNISTRUT

LOCATIONS RELATIVE TO JOIST

PANEL POINTS

8/S1-0

NOTES:

1. DIAGONAL BRACE IS NOT REQUIRED FOR "A" LESS THAN THREE INCHES.

2. LOADS MUST BE APPLIED CONCENTRICALLY TO JOIST BOTTOM CHORD.

CL PANEL POINT

CENTER OF UNISTRUT

A

EXISTING ROOF JOIST

2L2x2x3/16

DIAGONAL BRACE

ONE EACH SIDE

ATTACH AT

NEAREST

BOTTOM CHORD

PANEL POINT

ATTACH AT

NEAREST TOP

CHORD PANEL

POINT

LOAD ON TOP CHORD

CENTER OF

CONCENTRATED LOAD

CL PANEL POINT

1/8 1

1/8 1 MINIMUM, WELD END

AS WELL IF NOT ENOUGH

LENGTH ON SIDES ONLY

NOTES:

1. DIAGONAL BRACE IS NOT REQUIRED FOR "A" LESS THAN THREE INCHES.

2. PROVIDE DIAGONAL BRACE AT LOCATION OF CONCENTRATED LOADS SUCH AS PARTITIONS,

HEAVY PIPES, MECHANICAL UNITS, HEAVY LIGHTS AND ANY OTHER CONCENTRATED LOADS

AND AS NOTED ELSEWHERE IN THE STRUCTURAL DRAWINGS. LOADS MUST BE APPLIED

CONCENTRICALLY TO JOIST BOTTOM CHORD.

LOAD ON BOTTOM CHORD

2L2x2x3/16 DIAGONAL BRACE

ONE EACH SIDE

CL PANEL POINT CENTER OF CONCENTRATED LOAD

A

A

TOP OF FLOOR

SLAB OR ROOF

ASSEMBLY

1/8 1

1/8 1 MINIMUM, WELD END

AS WELL IF NOT ENOUGH

LENGTH ON SIDES ONLY

EXISTING BEAM

UNISTRUT, REF PLAN

(BY PROVIDER)UNISTRUT BEAM

CLAMPS/BOLTS

(BY PROVIDER)

NOTES:

1. PROVIDER TO SUBMIT SHOP DRAWINGS SHOWING METHOD OF

ATTACHMENT TO SEOR FOR REVIEW.

2. BOTTOM OF UNISTRUT TO BE 1/4" BELOW BOTTOM OF CEILING. GC TO

COORD WITH EQUIP REQUIREMENTS.

3. DESIGN OF THREADED RODS AND THEIR CONNECTIONS INCLUDING TO

BASE STRUCTURE, TO OTHER UNISTRUT AND BRACING BY UNISTRUT

PROVIDER.

4. MAXIMUM LOAD = 1,000 LBS (GC TO COORD WITH EQUIP PROVIDER).

N O

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UNISTRUT

DIAGONAL BRACE

UNISTRUT HORIZONTAL

SUBFRAME

M A

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UNISTRUT DIAGONAL

BRACE

BO CEILING

FV

SIDEISOMETRIC

ACCESSORY AND

CONNECTION TO

STRUCTURE BY

PROVIDER

CFSF

ARCH FINISH

ARCH FINISH

CFSF

ACCESSORY AND

CONNECTION TO

STRUCTURE BY

PROVIDER

Revisions:

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08/01/2025

Project No. 2321.07 &

24-2MC02306

100% CD

GENERAL STRUCTURAL

NOTES AND FRAMING

PLANS

S1-0

1/4" = 1'-0"2

LEVEL 1 FOUNDATION PLAN

1/4" = 1'-0"12

LOW ROOF / LEVEL 2 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

NO SCALE3

UNISTRUT ATTACHMENT

TO EXISTING ROOF JOIST

NO SCALE8

PLACEMENT OF UNISTRUT RELATIVE TO

EXISTING ROOF JOIST PANEL POINTS

NO SCALE9

TYPICAL STIFFENING OF EXISTING

JOIST FOR CONCENTRATED LOADS

NO SCALE4

UNISTRUT ATTACHMENT

TO EXISTING BEAM

NO SCALE14

WALL ANCHORING DETAIL

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TRUE NORTH

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PLAN NORTH

1.

2.

3.

4.

5.

6.

7.

ALL ACCESSIBLE FIXTURES AND ACCESSORIES TO

BE MOUNTED AT ADULT MOUNTING HEIGHTS U.N.O.

REFER TO A11 SERIES FOR INTERIOR ELEVATION

TAGS.

FLOOR PLAN DIMENSIONS ARE TO THE FINISHED

FACE OF PARTITIONS UNLESS NOTED OTHERWISE.

MAINTAIN LEAD SHIELDING CONTINUITY

THROUGHOUT THE SPACE ACCORDING TO THE

PHYSICIST REPORT. PATCH AT AREAS OF WORK.

CONTRACTOR TO REFERENCE PHYSICIST REPORT

FOR LOCATION AND THICKNESS OF LEAD SHIELDING.

REFER TO THE VENDOR DRAWINGS FOR THE

FLATNESS REQUIREMENT OF THE SLAB.

ALL WALL-MOUNTED EQUIPMENT AND MILLWORK

SHOULD BE SUPPORTED BY WOOD BLOCKING.

PLEASE REFER TO THE VENDOR'S DRAWINGS FOR

THE SUPPORT OF THEIR EQUIPMENT.

GENERAL FLOOR

PLAN NOTES7 8

F

G

IMAGING 2

CONTROL

IMAGING 1

TECH SUPT.

PASSAGE

REGIS. OFC.

CORRIDOR

6'-5 1/4"

6'-5 1/4"

7 8

F

G

TECH SUPT.

CONTROL

CORRIDOR

IMAGING 2

IMAGING 1

PASSAGE

REGIS. OFC.

BUILT UP HEADER

LEAD-LINED DOOR

5/8" TYPE "X" GYPSUM BOARD

LEAD-LINED HOLLOW METAL

DOOR FRAME

LEAD-LINED DOOR

CONTINUOUS GEARED HINGE

5/8" TYPE "X" GYPSUM BOARD

1/16" LEAD-LINED

GYPSUM BOARD.

2"X2"X1/4" STEEL ANGLE JAMB

REINFORCEMENT- SLAB TO

SLAB- ANCHOR TOP AND

BOTTOM.

1/2"

2" 5/

8"

WOOD BLOCK SECURED

TO STUD. BLOCKING

SHALL FILL STUD VOID

DIMENSIONAL LUMBER

(2x6 MIN) - SECURE TO

STUDS W/ HOT DIPPED

GALVANIZED SCREWS

2" 2"AS SCHEDULED

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FLUSH DOOR

OUT OF SCOPE

LEAD LINING. REFER TO PHYSICIST REPORT

FOR THICKNESS

GENERAL FLOOR

PLAN LEGEND

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08/01/2025 Project No. 2321.07 &

24-2MC02306

CONTRACT DOCUMENTS

DEMOLITION AND NEW

CONSTRUCTION PLANS,

DOOR SCHEDULE AND

DOOR DETAILS

A3.1

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DOOR AND FRAME SCHEDULE

DOOR FRAME

FIRE RATING COMMENTSMARK TYPE

SIZE

MAT'L TYPE MAT'L TYPE

WIDTH

HEIGHTOVERALL PANEL 1 PANEL 2

1137 SINGLE 4' - 0" 4' - 0" 7' - 0" WD FWD STL STL1 -- LEAD LINED, TIE INTO NEW

CARD READER, ADD

AUTOMATIC PUSH BUTTON

1138 SINGLE 4' - 0" 4' - 0" 7' - 0" WD FWD STL STL1 -- LEAD LINED, TIE INTO NEW

CARD READER, ADD

AUTOMATIC PUSH BUTTON

KEYNOTE LEGEND

200 REMOVE EXISTING MILLWORK AND ASSOCIATED

PLUMBING FIXTURES.

201 REMOVE EXISTING RADIOGRAPHIC EQUIPMENT.

202 REMOVE FLOORING AND BASE IN ROOM.

203 GRIND CONCRETE SLAB TO ACHIEVE UNIFORM

FINISHED FLOOR LEVELNESS TO THE REFERENCE

POINT IDENTIFIED IN THE SLAB SCAN REPORT. AT LOW

AREAS INDICATED IN THE REPORT, APPLY

SELF-LEVELING COMPOUND TO LEVEL FLOOR SLAB TO

FLATNESS TOLERANCE REQUIRED BY NEW IMAGING

EQUIPMENT. IF REINFORCEMENT IS ENCOUNTERED,

STOP WORK IN THAT AREA AND EITHER CONTINUE IN A

SAFE LOCATION OR NOTIFY THE DESIGN TEAM FOR

EVALUATION IF DESIRED FLATNESS WILL BE

AFFECTED.

204 REMOVE ALL EXISTING CEILING GRID, TILES, LIGHTING

FIXTURES, UNISTRUT AND CEILING MOUNTED

EQUIPMENT.

205 REMOVE WALL-MOUNTED EQUIPMENT AND SALVAGE

FOR REINSTALLATION.

206 EXISTING MED GASES TO REMAIN AND TO BE

PROTECTED DURING CONSTRUCTION.

207 REMOVE EXISTING DOOR AND FRAME.

208 REMOVE WINDOW SHADES.

209 EXISTING CARD READER TO BE REMOVED.

210 EXISTING SIGNAGE, SALVAGE FOR REINSTALLATION.

211 DEMO THE TOP PORTION OF THE PARTITION TO BE AT

7'-0" AFF.

302 NEW RADIOGRAPHIC EQUIPMENT, BY OTHERS.

303 SIT-STAND DESK ACCESSORY. BASIS OF DESIGN:

UPLIFT LADY BIRD STANDING DESK CONVERTER,

MODEL NO. UDA124.

304 PROVIDE AUTOMATIC PUSH BUTTON 6" FROM THE

DOOR FRAME.

305 NEW CARD READER TO BE INSTALLED. CONTRACTOR

TO USE THE EXISTING ROUGH-IN FOR INSTALLATION

OF NEW CARD READER.

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

FLOOR PLAN - NEW CONSTRUCTION2SCALE: 1/4" = 1'-0"

FLOOR PLAN - DEMOLITION1

STEEL FRAME TYPES

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

LEAD LINED DOOR HEAD3 SCALE: 1 1/2" = 1'-0"

LEAD LINED DOOR JAMB4 SCALE: 1 1/2" = 1'-0"

TYPICAL HEAVY

FIXTURE ATTACHMENT5WOOD DOOR TYPES (WD)

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