ESBD_468372_11192025v947_Attachment 7- Project Drawings.pdf

architects & associates clk 615 N. Upper Broadway

Suite 1250 Corpus Christi, TX 78401-0750

T: 361.884.3295 F: 361.884.3298 www.clkarch.com

Innovation Engineering Consultants, PLLC

TX Firm Registration # F-13764

10637 Leopard St.

Corpus Christi, TX 78410

Phone: (361) 504-4074

Email: dlara@iecmep.com

MOPAC PRINT SHOP

TEXAS WORKFORCE COMMISSION

12312 N. MOPAC EXPRESSWAY

AUSTIN, TX 78758

11/18/2025

100% SUBMISSION

11/18/2025

SHEET INDEX

NO. SHEET NAME LATEST REVISION LATEST REVISION DATE

0-PROJECT INFORMATION

0000 COVER

3-GENERAL

G001 GENERAL NOTES, ABBREVATIONS, AND SYMBOLS

G002 ADA - TAS 2012 REQUIREMENTS

G101 LIFE SAFETY PLANS

G102 INTERIOR PARTITION TYPE SCHEDULES

G103 ACOUSTICAL, SMOKE, & FIRE PARTIITON DETAILS

6-DEMOLITION

D110 DEMOLITION PLAN

D120 DEMOLITION RCP

7-ARCHITECTURAL

A100 SITE PLAN

A101 ROOF PLAN

A110 REFERENCE PLAN

A120 REFLECTED CEILING PLAN

A120.1 REFLECTED CEILING PLAN ALTERNATE 01

A200 FINISH FLOOR PLAN

A300 ROOF PLAN

A301 CONSTRUCTION DETAILS

A302 CONSTRUCTION DETAILS

8-STRUCTURAL

S200 ROOF PLAN

S401 DETAILS

9-MEP

MEP1 MEP ROOF PLAN

10-MECHANICAL

M011 HVAC DEMOLITION PLAN

M111 HVAC PLAN

M211 HVAC LEGEND & SCHEDULES

M311 HVAC DETAILS

11-ELECTRICAL

E011 ELECTRICAL DEMOLITION LIGHTING PLAN (ALTERNATE #1)

E012 ELECTRICAL DEMOLITION POWER PLAN

E111 ELECTRICAL LIGHTING PLAN (ALTERNATE #1)

E121 ELECTRICAL POWER & SPECIAL SYSTEMS PLAN

E211 ELECTRICAL LEGEND, SCHEDULES & GENERAL NOTES

E311 ELECTRICAL RISER DIAGRAMS

Grand total: 30

APPLICABLE CODES & REGULATIONS:

PROJECT CODE SUMMARY

2021 ICC INTERNATIONAL BUILDING CODE

2021 ICC EXISTING BUILDING CODE

2021 ICC ENERGY CONSERVATION CODE

2021 ICC FUEL GAS CODE

2021 ICC MECHANICAL CODE

2021 ICC PLUMBING CODE

2020 NFPA NATIONAL ELECTRIC CODE

2012 TEXAS ACCESSIBILITY STANDARDS

AMERICANS WITH DISABILITIES ACT, TITLE III

2021 ICC INTERNATIONAL FIRE CODE

LOCAL ORDINANCES:

PROJECT SQUARE FOOTAGE:

TOTAL BUILDING:

RENOVATION:

OCCUPANCY TYPE:

OCCUPANT LOAD:

CONSTRUCTION TYPE:

ALLOWABLE FLOOR AREA:

OCCUPANCY & AREA

FIRE RESISTANCE SCHEDULE:

PRIMARY STRUCTURAL FRAME:

EXTERIOR WALLS BEARING:

EXTERIOR WALLS NON-BEARING:

INTERIOR WALLS BEARING:

FIRE BARRIERS:

INTERIOR WALLS NON-BEARING:

FLOOR CONSTRUCTION:

ROOF CONSTRUCTION:

WF COLUMN:

TS COLUMN/TRUSS:

WF BEAM/GIRDER:

SECONDARY WF BEAMS/GIRDERS:

SECONDARY WF BEAMS/GIRDERS:

SECONDARY TS COLUMN/TRUSS:

SECONDARY TS COLUMN/TRUSS:

REFERENCEDETERMINATION

MIN. EGRESS WIDTH @ CORRIDOR:

DOOR WIDTH:

AREA OF REFUGE:

FIRE SPRINKLER SYSTEM:

LIFE SAFETY

STAIRWAY WIDTH:

EXIT DISTANCE:

8,903 OCCUPIED SF

8,903 SF

0 Hr

0 Hr

0 Hr

0 Hr

0 Hr

0 Hr

IBC Table 601

1 Hr IBC Table 508.4, Sections 713 & 1023

1/2 Hr IBC Section 708

0 Hr

0 Hr

0 Hr

0 Hr

0 Hr

0 Hr

0 Hr

0 Hr

TYPE: II-B

23,000

IBC Sections 310, 311

IBC Table 1004.1.1

IBC Ch. 6

IBC Table 503

MIN 36"

MIN 36"

IBC Table 1020.2

IBC Section 1010

IBC Section 1009.3.8

IBC 903.2.8, IFC 1103.5

MIN 44" IBC Section 1011

IBC Table 1017.2

B-BUSINESS

NONE

200 FT

PROJECT LOCATION

RFP # 3202600107

# POUND OR NUMBER

& AND

@ AT

ACT ACOUSTICAL CEILING TILE

ADMIN ADMINISTRATION OR ADMINISTRATOR

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AL, ALU ALUMINUM

ALUM ALUMINUM

ANOD ANODIZED

ASSIST ASSISTANT

BD BOARD

BLDG BUILDING

B.O. BOTTOM OF

BOT BOTTOM

CF CONTRACTOR FURNISHED

CFB CEMENT FIBER BOARD

CG CORNER GUARD

CI CONTRACTOR INSTALLED

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CLS CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE MASONRY UNIT

CONF CONFERENCE

CONT CONTINUOUS

COL COLUMN

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CWT CERAMIC WALL TILE

DBL DOUBLE

DEMO DEMOLISH OR DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISC DISCONNECT

DN DOWN

DR DOOR

DWG DRAWING

DWGS DRAWINGS

JAN JANITOR

JNT JOINT

JT JOINT

LAM LAMINATE

LO LOW

LF LEFT

MANUF MANUFACTURER

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEMBR MEMBRANE

MFG MANUFACTURER

MIN MINIMUM

MTD MOUNTED

MTG MOUNTING

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

OC ON CENTER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OH OPPOSITE HAND

OPP HD OPPOSITE HAND

PCC PRE-CAST CONCRETE

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLWD PLYWOOD

PNT PAINT

PSI POUNDS PER SQUARE INCH

PT PAINT OR PRESSURE TREATED

PVC POLYVINYL CHLORIDE

PWR POWER

RBR RUBBER

RCP REFLECTED CEILING PLAN

REF REFERENCE

REFR REFERENCE

RD ROOF DRAIN

REQ REQUIRE OR REQUIRED

RM ROOM

R.O. ROUGH OPENING

RT RIGHT

EA EACH

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ELEV ELEVATION

EPDM ETHYLENE PROPYLENE DIENE M-CLASS (ROOFING)

EQ EQUAL

EQMT EQUIPMENT

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EXT EXTERIOR INSULATION AND FINISH SYSTEM

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR INSULATION AND FINISH SYSTEM

EXT EXTERIOR

EXTG EXISTING

F/A, FA FIRE ALARM

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

FFE FINISHED FLOOR ELEVATION

FIN FINISHED FLOOR ELEVATION

FL FLOOR

FLR FLOOR

FLUOR FLUORESCENT

F.O. FACE OF

FT FEET, FOOT

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GFI GROUND FAULT INTERRUPTER

GND GROUND

GYP GYPSUM

GYP. BD. GYPSUM BOARD

H.C. HOLLOW CORE

HDW HARDWARE

HM HOLLOW METAL

HR HOUR

HRS HOURS

HVAC HEATING, VENTILATING, & AIR CONDITIONING

INSUL INSULATION

INT INTERIOR

IT INFORMATION TECHNOLOGY

SAT SUSPENDED ACOUSTICAL TILE

SCHED SCHEDULED

SDT STATIC DISSIPATIVE TILE

SF SQUARE FOOT

SHF SHEET FLOORING

SHT SHEET

SIM SIMILAR

SL SLOPE

SO STRUCTURAL OPENING

SPEC SPECIFICATION OR SPECIFIED

SPK SPRINKLER OR SPEAKER

SQ FT SQUARE FEET

SS SOLID SURFACE OR SANITARY SEWER

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STL STEEL

STRUCT STRUCTURAL

SYS SYSTEM

T/D TELEPHONE / DATA

T&G TONGUE & GROOVE

TBD TO BE DETERMINED

TELE TELEPHONE

THK THICKNESS OR THICK

TLT TOILET

T.O. TOP OF

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL

TPD TOILET PAPER DISPENSER

TR TRIM

TYP TYPICAL

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

VERT VERTICAL

TELE TELEPHONE

TOB TOP OF BEAM

TOJ TOP OF JOIST

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STRUCTURE

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

W/ WITH

EQ-X

ROOF PITCH

KEY NOTE SYMBOLS -

SHEET BASED

SEE CORRESPONDING

NUMBERED KEY NOTE ON

SHEET WHERE

REFERENCE OCCURS

SPECIALTY EQUIPMENT TAG

WALL SECTION

WALL SECTION NUMBER

SHEET WHERE DRAWN

DIRECTION OF VIEW

DETAIL REFERENCE

A102 2

ELEVATION REFERENCE

SEE PARTITION SYMBOL

DESCRIPTION ON SHEET

G SERIES

SHEET WHERE DRAWN

ELEVATION NUMBER AND

DIRECTION OF VIEW

SHEET WHERE

DRAWN,

HYPHEN INDICATES

DETAIL

ON SAME SHEET.

DETAIL NUMBER

A101

SIM

A101

SIM

WINDOW TAG

DOOR NUMBER (SEE

SCHEDULE)

ROOM TAG

PARTITION TYPE TAG

REFERENCE SYMBOLS & TAGS

SECOND

LEVEL 0'-0"

FLOOR REFERENCE

REVISION NUMBER AND EXTENT

NAME OF LEVEL

INDICATES HEIGHT

REVISION NUMBER -

SEE REVISION ON

TITLE BLOCK OF

EACH SHEET

EXTENT OF

CURRENT REVISION

MATCH LINE REFERENCE

DRAWING SIDE

DRAWING WHERE

CONTINUATION IS

FOUNDA101

ROOM

NAME

?XX

12" 6"

1. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR APPLICABLE NOTES,

ABBREVIATIONS, AND SYMBOLS.

2. DO NOT SCALE THE DRAWING. IF DIMENSIONS ARE IN QUESTION. OBTAIN CLARIFICATION FROM THE

ARCHITECT BEFORE CONTINUING.

3. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF FINISH

OF INTERIOR WALLS, TO CENTER LINE OF COLUMNS AND TO FACE OF CONCRETE OR MASONRY

WALLS, UNLESS OTHERWISE INDICATED. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF EXISTING WALLS AND TO FINISH FACE OF NEW STUD WALLS, UNLESS OTHERWISE INDICATED.

4. FIELD MEASURE AND CONFIRM DIMENSIONS FOR OWNER PROVIDED EQUIPMENT AND FURNISHINGS.

COORDINATE WITH THE OWNER ON DELIVERY AND INSTALLATION OF OF/CI EQUIPMENT. MINIMUM

REQUIRED OPENINGS AND ACCESSIBLE ROUTES TO THE INSTALLATION AREA SHALL BE

COORDINATED WITH THE SUPPLIER.

5. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB UNLESS OTHERWISE NOTED.

6. COORDINATE EXACT SIZE AND PLACEMENT OF EQUIPMENT BASE AND HOUSEKEEPING PADS WITH

EQUIPMENT TO BE PROVIDED.

7. WHERE NEW GYPSUM BOARD PARTITIONS ARE A CONTINUATION OF AN EXISTING PARTITION OR COLUMN ENCASEMENT, THE FACE OF THE NEW GYPSUM BOARD SHALL BE ALIGNED WITH THE FACE OF THE EXISTING SURFACE. WHERE A ONE HOUR PARTITION IS SHOWN AS A CONTINUATION OF A

TWO-HOUR PARTITION OR COLUMN ENCASEMENT, THE FACE OF THE GYPSUM BOARD SHALL BE

OFFSET AS REQUIRED TO PROVIDE FACE ALIGNMENT OF GYPSUM BOARD ON BOTH SIDES.

8. LEVEL FLOORS SO THAT THEY DO NOT EXCEED A ¼" VARIANCE IN A 10'-0" RADIUS.

9. PIPING LOCATED ABOVE GRADE AND INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED SPACES

WITH THE EXCEPTION OF PIPING IN STAIRWAYS, EQUIPMENT ROOMS AND POWERHOUSE.

COORDINATE WITH OTHER TRADES TO PROVIDE FURRING FOR PIPING INSTALLED IN FINISHED AREAS.

10. WHEN PROVIDED, ALL EXTERIOR STEEL HANDRAILS, GUARDRAILS, AND BOLLARDS SHALL BE

GALVANIZED AND PAINTED UNLESS OTHERWISE NOTED.

11. PARTITION TYPES AND FIRE RESISTIVE RATINGS INDICATED ON A WALL ARE TO BE CONTINUOUS FOR

THE LENGTH AND HEIGHT OF A PARTITION.

12. APPROVE FLOOR OUTLET LOCATIONS WITH ARCHITECT AND BUILDING MANAGEMENT PRIOR TO CORE

DRILLING.

13. OPENINGS IN A RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES SHALL BE SEALED WITH A FIRE

RESISTANT JOINT SYSTEMS OR PROTECTED WITH A FIRE RATED CHASE.

14. EXIT SIGNS AND SMOKE DETECTORS LOCATED IN CEILINGS SHALL BE POSITIONED AS REQUIRED BY

THE AUTHORITY HAVING JURISDICTION.

15. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY

ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE

AS SUITABLE FOR THE APPLICATION INTENDED.

16. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION.

17. SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR AS SELECTED BY THE ARCHITECT.

18. COORDINATE LOCATION OF SEALANT AND COMPATIBILITY OF SEALANTS WITH ADJACENT WORK, INCLUDING MATERIALS AND OTHER CONTIGUOUS SEALANTS.

19. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES, EXTERIOR WINDOW FRAMES, AND CABINET WORK WITH ADJACENT MATERIALS. MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE RATED WALL, FLOOR, AND CEILING ASSEMBLIES RE: DETAIL X/A01-01.

20. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES INSTALLED

WITHIN 2' OF A URINAL, WATER CLOSET, SINK OR LAVATORY SHALL BE MOISTURE SEALED.

21. DO NOT HANG (SUPPORT) ANY ITEMS FROM METAL ROOF DECK. IT IS ACCEPTABLE TO ATTACH, I.E.

CEILING SYSTEM WIRE HANGERS FROM JOISTS AND/ OR BEAMS. IF NO JOIST OR BEAM, PROVIDE A

STEEL STRIP.

architects & associates clk

615 N. Upper Broadway

Suite 1250

Corpus Christi, TX

78401-0750

SHEET NUMBER

JOB NO.

DRN. BY:

ISSUE DATE:

CKD. BY:

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REVISIONS

11/18/2025

T E X A S W

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LEGEND - ABBREVIATIONS

LEGEND - SYMBOLS

GENERAL NOTES - PROJECT

MARK DESCRIPTION DATE

architects & associates clk

615 N. Upper Broadway

Suite 1250

Corpus Christi, TX

78401-0750

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FIG. 304.3.2

T-SHAPED TURNING SPACE

60 MIN

A R M

M

IN

M

IN

A R M

BASE

36 MIN

12 MIN

12 MIN

24 MIN

305 CLEAR FLOOR OR GROUND SPACE

304 TURNING SPACE

48 MIN

M

IN

FIG. 305.3

CLEAR FLOOR OR GROUND SPACE

FIG. 305.5

POSITION OF CLEAR FLOOR OR GROUND

SPACE

M

IN

30 MIN

M

IN

48 MIN

X

36 MIN

X

60 MIN

FIG. 305.7.1

MANEUVERING CLEARANCE IN

AN ALCOVE, FORWARD

APPROACH

FIG. 305.7.2

MANEUVERING CLEARANCE IN

AN ALCOVE, PARALELL

APPROACH

307 PROTRUDING OBJECTS

FIG. 307.2

LIMITS OF PROTRUDING OBJECTS

X

X

4 MAX

FIG. 307.3

POST-MOUNTED PROTRUDING OBJECTS

-8

-2

12 MAX

(a)

M

A X

5 X > 12

12 MAX

X > 12

M

IN

(b)

X

M

A X

FIG. 307.4

VERTICAL CLEARANCE

308 REACH RANGES

M

IN

M

A X

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

M

A X

20 MAX

(a) (b)

>20-25 MAX

510-635

M

A X

FIG. 308.2.2

OBSTRUCTED HIGH FORWARD REACH

M

IN

M

A X

10 MAX

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

M

A X

M

A X

10 MAX

(a) (b)

>10-24

MAX255-610

M

A X

M

A X

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

403 WALKING SURFACES

FIG. 403.5.1

CLEAR WIDTH OF AN ACCESSIBLE

ROUTE

24 MAX

24 MAX

61048 MIN

M

IN

M

IN

M

IN

M

IN

FIG. 403.5.2

CLEAR WIDTH AT TURN

M

IN

42 MIN

42 MIN

X < 48

(a)

180 DEGREE TURN

(b)

180 DEGREE TURN

(EXCEPTION)

X < 48

36 MIN

36 MIN

M

IN

404 DOORS, DOORWAYS AND GATES

32 MIN

(a)

HINGED DOOR

32 MIN

32 MIN

(b)

SLIDING DOOR

(c)

FOLDING DOOR

18 MIN

M

IN

(a)

FRONT APPROACH, PULL

SIDE

M

IN

(b)

FRONT APPROACH, PUSH

SIDE

12 MIN

M

IN

36 MIN

M

IN

(c)

FRONT APPROACH, PUSH

SIDE DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

(d)

HINGE APPROACH, PULL

SIDE

42 MIN

1065 5

M

IN

(e)

HINGE APPROACH, PULL SIDE

M

IN

22 MIN

(f)

HINGE APPROACH, PUSH

SIDE

M

IN

22 MIN

560 4

M

IN

24 MIN

(g)

HINGE APPROACH, PUSH

SIDE

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

(h)

LATCH APPROACH, PULL SIDE

M

IN

24 MIN

(i)

LATCH APPROACH, PULL SIDE

DOOR PROVIDED WITH

CLOSER

24 MIN

M

IN

(j)

LATCH APPROACH, PUSH

SIDE24 MIN

M

IN

(k)

LATCH APPROACH, PUSH

SIDE

DOOR PROVIDED WITH

CLOSER

FIG. 404.2.1

MANEUVERING CLEARANCES AT

MANUAL SWINGING DOORS AND

GATES

FIG. 404.2..4.2

MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS,

SLIDING DOORS, GATES AND FOLDING DOORS

M

IN

(a)

FRONT APPROACH

(b)

SIDE APPROACH

M

IN

22 MIN

M

IN

M

IN

5 24 MIN

(c)

POCKET OR HINGE APPROACH

(d)

STOP OR LATCH APPROACH

M

IN

18 MIN

X > 8

X > 8

(a)

PULL SIDE

M

IN

(b)

PUSH SIDE

12 MIN

X > 8

M

IN

(c)

PUSH SIDE DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

FIG. 404.2.4.3

MANEUVERING CLEARANCES AT

RECESSED DOORS AND GATES

48 MIN

48 MIN

48 MIN

(a)

(b)

(c)

FIG. 404.2.6

DOORS IN SERIES AND GATES IN

SERIES

405 RAMPS

60 MIN

60 MIN

LANDIN

G

RAMP RUN LANDIN

G

AT LEAST AS WIDE AS RAMP RUN

60 MIN

LANDIN

G 6

M

IN

RAMP RUN

R A M

P R

U N

(a)

STRAIGHT

(b)

CHANGE IN DIRECTION

FIG. 405.7

RAMP LANDINGS

FIG. 405.9.1

EXTENDED FLOOR OR GROUND

SURFACE EDGE PROTECTION

FIG. 405.9.2

CURB OR BARRIER EDGE

PROTECTION

12 MIN

12 MIN

X < 4

406 CURB RAMPS

ADJOINING SURFACE

MAXIMUM SLOPE

CURB RAMP SLOPE120

FLARED SIDES

1:10 MAX SLOPE

SLOPE SLOPE

FIG. 406.2

COUNTER SLOPE OF SURFACES ADJACENT

TO CURB RAMPS

FIG. 406.3

SIDES OF CURB RAMPS

36 MIN

AT LEAST AS

WIDE AS CURB

RAMP

FIG. 406.4

LANDINGS AT THE TOP OF CURB RAMPS

48 MIN

24 MIN

24 MIN

FIG. 406.6

DIAGONAL OR CORNER TYPE CURB RAMPS

(a)

CUT THROUGH AT ISLAND

36 MIN

48 MIN

(b)

CURB RAMP AT ISLAND 505 HANDRAILS

FIG. 505.4

HANDRAIL HEIGHT

FIG. 505.10.1

TOP AND BOTTOM HANDRAIL EXTENSION

AT RAMP

FIG. 505.5

HANDRAIL

CLEARANCE

FIG. 505.10.2

TOP HANDRAIL

EXTENSION AT STAIR

FIG. 505.10.3

BOTTOM HANDRAIL

EXTENSION AT STAIR

602 DRINKING FOUNTAINS

604 WATER CLOSETS AND TOILET COMP.

605 URINALS

609 GRAB BARS

(a)

STAIRS

1-1/2" MIN

-3

-9

-3

-9

-3

-9

(b)

RAMPS

(c)

WALKING

SURFACES

12 MIN

12 MIN

X

X

NOTE: X= TREAD

DEPTH

12 MIN

FIG. 602.5

DRINKING FOUNTAIN

SPOUT LOCATION

5 MAX

15 MIN

FIG. 604.3.1

SIZE OF CLEARANCE AT

WATER CLOSET

17-19 430-485

(b)

AMBULATORY

ACCESSIBLE WATER

CLOSETS

CL

60 MIN

M

IN

W

A L L H

A N

G

FIG. 604.3.2 (EXCEPTION)

OVERLAP OF WATER CLOSET

CLEARANCE IN RESIDENTIAL

DWELLING

18 MIN

CL

M

IN

60 MIN

FIG. 604.5.1

SIDE WALL GRAB BAR

AT WATER CLOSET

54 MIN

137012 MAX

42 MIN

FIG. 604.5.2

REAR WALL GRAB BAR AT

WATER CLOSETS

24 MIN

36 MIN

915 12 MIN

CL

TRANSFE

R SIDE 7-9

180-230

CL

M

IN

M

A X

FIG. 604.7

DISPENSER OUTLET

LOCATION

M

IN

F

L O

O R M

FIG. 604.8.1.2

WHEELCHAIR ACCESSIBLE

TOILET COMPARTMENT

DOORS

4 MAX

M

A X

M

IN

ALTERNATE

DOOR

LOCATION

FIG. 604.8.2

AMBULATORY ACCESSIBLE

TOILET COMPARTMENT

M

IN

35-37

890-940

M

IN

6 MIN

6 MIN

(C)

PLAN

6 MIN

6 MIN

9 MIN

12 MIN

PARTITIONPARTITION

(b)

ELEVATION

CHILDREN

(a)

ELEVATION

ADULT

FIG. 604.8.1.4

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT TOE CLEARANCE

13-1/2 MIN

13-1/2 MIN

17 MAX

(A)

WALL HUNG

TYPE

(B)

STALL TYPE

FIG. 605.2

HEIGHT AND DEPTH OF URINALS

FIG. 609.2.2

GRAB BAR NON-CIRCULAR

CROSS SECTION

4-4.8 PERIMETER

100-120

(a) (b)

2M X

2MX

FIG. 609.3

SPACING OF GRAB BARS

(a)

PROJECTING

OBJECTS

1 1/2 MIN

12 MIN

SCALE 1/4" = 1'-0"

502 PARKING SPACES

96 MIN

(a)

CAR

132 MIN

(b)

VAN60 MIN

AREA TO BE

MARKED

F U

L L L

E N

G T H

O F P

A R K

IN

G S

P A C

E

FIG. 502.3

PARKING SPACE ACCESS AISLE

Figure 407.2.2.2 Visible Hall Signals

2½ min

2½ min m in

407 ELEVATORS

Figure 407.2.3.1 Floor Designations on

Jambs of Elevator Hoistway Entrances m in

Figure 407.2.3.2 Car Designations on Jambs of Destination-Oriented Elevator

Hoistway Entrances

C m in

Figure 407.4.1 Elevator Car and Door

Sizes

80 min

42 min m in m in

(a) centered door

Figure 407.4.1 Elevator Car and Door Sizes

68 min

36 min m in m in

(b) side (off-centered) door

Figure 407.4.1 (Exception) Existing Elevator Car

Configuration m in

36 min

16 sq ft min

1.5 m²

(e) Exception existing elevator car configuration

703 SIGNS

M

IN

JOB NO.

DRN. BY:

ISSUE DATE:

CKD. BY:

REVISIONS

TACTILE CHARACTERS SHALL BE

LOCATED 48" MIN. AFF, MEASURED

FROM BASELINE OF LOWEST

TACTILE CHARACTER AND 60" MAX.

AFF MEASURED FROM BASELINE OF

HIGHEST TACTILE CHARACTER

T E X A S W

O R K F O

R C E C

O M

M

IS

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O P A C P

R

IN

T S

H O

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A D

A

T A

S

R

E Q

U I R

E M

E N

T S

11/18/2025

G002

N

M

O P A C

E X P R

E S S W

A Y

A U

S T

IN

T X

11/18/2025

100% SUBMISSION

BUSINESS: 8,903 SQ. FT.

FEC

93'

128'

FE ON

BRACKET

architects & associates clk

615 N. Upper Broadway

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Corpus Christi, TX

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SHEET NUMBER

JOB NO.

DRN. BY:

ISSUE DATE:

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T H

IS

I

S T

O G

IV

E

N O

T

IC

E A

N D

V E

R T

IF

Y

T H

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T H

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A S

B O

A R

D O

F A

R C

H

IT

E C

T U

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X A

M

IN

E R

S

T B

A E

H

A S

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H E

T E

X A

S B

O A

R D

O F

A R

C H

IT

E

C T

U R

A L

E X

A M

IN

E

R S

, P .O

. B O

X

, A U

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IN

, T

E X

A S

-2

REVISIONS

11/18/2025

T E X A S W

O R K F O

R C E C

O M

M

IS

S

IO

N M

O P A C P

R

IN

T S

H O

P

202551

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L I F E

S A

F E

T Y

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N S

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G101

N

M

O P A C

E X P R

E S S W

A Y

A U

S T

IN

T X

SCALE:G101 1/4" = 1'-0"

1 LIFE SAFETY FLOOR PLAN

PARTITION TYPES

GENERAL NOTES

1. REFER TO FLOOR PLAN SERIES A-100 FOR LOCATION OF PARTITION TYPES. ALL

PARTITIONS ARE TYPE " A41 " UNLESS NOTED OTHERWISE. NOT ALL PARTITION TYPES

SHOWN ARE UTILIZED.

PARTITION TYPE TAG

(AS SHOWN ON PLANS IN A-100 SERIES)

SPECIAL DESIGNATIONS ARE ADDED AS LAST DIGIT(S) OF A WALL TAG TO DESIGNATE THE

FOLLOWING :

S = SMOKE RATED. SEE SMOKE PARTITION DETAILS. PROVIDE FIRESTOP TRACK AT

HEAD, PROVIDE SMOKE SEAL AND ACOUSTICAL SEALANT.

2. REFER TO A-600 SERIES FOR FINAL FINISHES ON PARTITIONS. PARTITION TYPES IN

CHARTS REFER TO BASE WALL ONLY.

3. PROVIDE 5/8" THK. CEMENT BOARD IN LIEU OF GYP. BOARD AS SUBSTRATE FOR

AREAS FINISHED WITH WALL TILE.

4. WHEN BLOCKING IS REQUIRED IN A PARTITION, USE A MINIMUM .033" (20 GA) STUD.

5. "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF THE PARTITION

DETAIL DOES NOT INDICATE THE EXACT CONSTRUCTION CONDITION. REFER TO G

SERIES FOR ADDITIONAL INFORMATION CONCERNING RATED PARTITIONS.

6. ISOLATE NON-LOAD BEARING FRAMING FROM STRUCTURAL ELEMENTS TO PREVENT

THE TRANSFER OF LOAD TO PARTITION FRAMING. STOP STUDS 3/4" BELOW CEILING

RUNNER (TOP TRACK) TO ALLOW FOR VERTICAL EXPANSION. SET TOP TRACK 1"

BELOW DEFLECTION CHANNEL. DO NOT ATTACH STUDS TO TOP TRACK. DO NOT

ATTACH GYPSUM BOARD TO THE DEFLECTION TRACK. THIS MAY ALSO BE ACHIEVED,

AT THE CONTRACTOR'S OPTION, BY UTILIZING THE PROPRIETARY SYSTEM DESCRIBED

IN THE SPECIFICATIONS.

7. ALL GYP BOARD USED IN CONSTRUCTION TO BE TYPE X SHEET ROCK UNLESS STATED

OTHERWISE IN DETAIL DRAWINGS.

8. REFER TO G103 FOR ACOUSTICAL, SMOKE, AND FIRE PARTITION DETAILS.

9. FIRE RATED, SMOKE RATED, AND ACOUSTICAL WALLS TO HAVE FIRESTOP TRACK AT

THE HEAD ASSEMBLY. SEE PARTITION TYPES LEGEND ON PLAN SHEETS AND

PARTITION TYPE SCHEDULES FOR WALL TYPE INFORMATION. WALLS TO HAVE

SEALANTS USED AS FOLLOWS:

FIRE RATED=FIRE SEALANT TO MEET FIRE RATING

SMOKE PARTITION=SMOKE SEALANT TO MEET SMOKE SEAL AND ACOUSTICAL (IF

APPLICABLE) STC RATING

ACOUSTICAL=ACOUSTICAL SEALANT TO MEET ACOUSTICAL STC RATING (AND SMOKE IF

APPLICABLE)

SMOKE BARRIER=SMOKE/FIRE BARRIER SEALANT TO MEET FIRE AND SMOKE RATING

NON-RATED PARTITIONS TO HAVE SEALANT AS SPECIFIED.

FIRE RATED PARTITIONS

1. REFER TO G SERIES FOR ADDITIONAL INFORMATION ON PENETRATIONS THRU RATED

PARTITIONS, FIRE RESISTANT JOINT SYSTEMS, SLIP TRACKS AT NON-BEARING

PARTITIONS CONNECTION TO STRUCTURE AND WALL PRIORITY.

2. ALL BATTS AND BLANKETS IN RATED PARTITIONS MUST BEAR THE REQUIRED UL

CLASSIFICATION MARKING AS TO FIRE-RESISTANCE. REFER TO CODE COMPLIANCE

DETAILS IN THE PROJECT CODE SUMMARY.

3. STAGGER AND SEAL ALL JOINTS ON MULTIPLE GYPSUM BOARD LAYER PARTITIONS.

4 SEAL PARTITIONS AIR TIGHT AT FLOORS, SIDES, AND CEILINGS ON BOTH SIDES WITH

FIRE SEALANT AS SPECIFIED

4. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT FIRE RATED PARTITIONS.

5. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS

ACCORDING CODE COMPLIANCE DETAILS. REFERENCE PROJECT CODE

SUMMARY.

6. OUTLETS ON OPPOSITE SIDES OF FIRE RATED PARTITIONS SHOULD BE SEPARATED

BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN AS REQUIRED FORE FIRE RATED

PARTITIONS. REFER TO PROJECT CODE SUMMARY.

7. ALL BOXES REQUIRED TO BE FIRE RATED SHALL BE SEALED PRIOR TO CLOSING IN

PARTITIONS AND INSTALLING DEVICES AND COVER PLATES.

SMOKE PARTITION THE FOLLOWING NOTES APPLY TO ALL PARTITIONS DESIGNATED TO

AS SMOKE (S) SPECIAL DESIGNATION.

1. ALL SMOKE CLASSED PARTITIONS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE

REFERENCED TEST.

2. STAGGER AND SEAL ALL JOINTS ON MULTIPLE GYPSUM BOARD LAYER PARTITIONS.

3. SEAL PARTITIONS AIR TIGHT AT FLOORS, SIDES, AND CEILINGS ON BOTH SIDES WITH

SMOKE SEALANT AS SPECIFIED

4. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT SMOKE CLASSED

PARTITIONS.

5. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS

ACCORDING CODE COMPLIANCE DETAILS. REFERENCE PROJECT CODE

SUMMARY.

6. OUTLETS ON OPPOSITE SIDES OF ACOUSTICALLY CLASSED PARTITIONS SHOULD BE

SEPARATED BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN AS REQUIRED. IF THE

PARTITION IS FIRE RATED THEN REFER TO PROJECT CODE SUMMARY.

7. ALL BOXES REQUIRED TO BE SMOKE SEALED SHALL BE SEALED PRIOR TO

CLOSING IN PARTITIONS AND INSTALLING DEVICES AND COVER PLATES.

ACOUSTICAL THE FOLLOWING NOTES APPLY TO ALL PARTITIONS DESIGNATED TO HAVE A

SOUND TRANSMISSION CLASS (STC) RATING ON THE PARTITION CHARTS.

1. ALL ACOUSTICALLY CLASSED PARTITIONS SHALL BE CONSTRUCTED IN

ACCORDANCE TO THE REFERENCED TEST.

2. STAGGER AND SEAL ALL JOINTS ON MULTIPLE GYPSUM BOARD LAYER PARTITIONS.

3. SEAL PARTITIONS AIR TIGHT AT FLOORS, SIDES, AND CEILINGS ON BOTH SIDES WITH

NON-HARDENING ACOUSTICAL SEALANT IN ACCORDANCE OF REFERENCED TEST.

4. AVOID COMPRESSING ACOUSTICAL BATT INSULATION AT BLOCKING AND RECESSED

ITEMS IN ACOUSTIC RATED WALLS

5. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT ACOUSTICALLY

CLASSED PARTITIONS.

6. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS

ACCORDING CODE COMPLIANCE DETAILS. REFERENCE PROJECT CODE

SUMMARY.

7. OUTLETS ON OPPOSITE SIDES OF ACOUSTICALLY CLASSED PARTITIONS SHOULD BE

SEPARATED BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN AS REQUIRED. IF THE

PARTITION IS FIRE RATED THEN REFER TO PROJECT CODE SUMMARY.

8. ALL BOXES REQUIRED TO BE ACOUSTICALLY SEALED SHALL BE SEALED PRIOR TO

CLOSING IN PARTITIONS AND INSTALLING DEVICES AND COVER PLATES. VERIFY

COMPLIANCE WITH STC#.

?XX

A11

5/8" GYP BD, 1 LAYER EA SIDE

SAFB WHERE SCHEDULED

A

1-HR RATED WITH GYP BD

TO STRUCTURE ABOVE

NON-RATED WITH GYP BD

TO STRUCTURE ABOVE

NON-RATED WITH GYP BD

TO 6" ABOVE CEILING

NON-RATED WITH STUDS & GYP BD

TO FINISHED CEILING

PARTIAL HEIGHT PARTITION. SEE FLOOR

PLANS FOR HEIGHTS. NOTE 1.

STUD SIZE

BASIC PARTITION THICKNESS

ACOUSTICAL INSULATION THICKNESS

ACOUSTICAL TEST NUMBER

FIRE TEST NUMBER (WHERE APPLICABLE)

A1_ S T

C

A12

A13

A14

A21

A22

A23

A24

A20

2 1/2"

3 3/4"

USG

831001

2 1/2"

3 3/4"

2"

SA

831001

UL DES

U419

A2_ S T

C

A31

A32

A33

A34

A30

3 5/8"

4 7/8"

USG

860808

UL DES

U419

A3_ S T

C

A41

A42

A43

A44

A40

3 5/8"

4 7/8"

3 1/2"

USG

870717

UL DES

U419

A4_ S T

C

A51

A52

A53

A54

A50

4"

5 1/4"

USG 860808

NOTE 3

UL DES

U419

A5_ S T

C

A61

A62

A63

A64

A60

4"

5 1/4"

3"

SA 870717

NOTE 4

UL DES

U419

A6_ S T

C

A71

A72

A73

A74

A70

6"

7 1/4"

USG 860808

NOTE 3

UL DES

U419

A7_ S T

C

A81

A82

A83

A84

A80

6"

7 1/4"

6"

USG 870717

NOTE 4

UL DES

U419

A8_ S T

C

H E

A D

DETAIL NO

BASIC PARTITION THICKNESS

20 MIN. RATED WITH GYP BD

TO STRUCTURE ABOVE

A25 A35 A45 A55 A65 A75 A85

A91

A92

A93

A94

A90

8"

9 1/4"

7 1/2"

UL DES

U419

A9_ S T

C

A95

0.033 THK (20 GA) NON-STRUCTURAL

METAL FRAMING

NOTE:

1. REFER TO INTERIOR PARTITION DETAILS FOR PARTIAL HEIGHT PARTITION DETAIL. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

2. REFER TO TYPICAL WALL DETAILS FOR FLOOR DETAIL.

3. STC IS PREDICTED USING TEST REPORT PROVIDED BY CLARKDIETRICH AND RIVERBANK ACOUSTICAL LABORATORIES.

4. STC IS APPROXIMATED BY REFERENCE BASED ON 0.033" THICK (20 GA) STUDS @ 24" O.C., STC RATING NOT APPLICABLE WHERE DIFFERENT SPACING IS SPECIFIED.

5. PROVIDE 5/8" THK. CEMENT BOARD IN LIEU OF GYP. BOARD AS SUBSTRATE FOR AREAS FINISHED WITH WALL TILE.

35 36

36 46

44 10/G103

1/G102

SEE STRUCT.

DWGS

10/G10340

1/G102

10/G103

FLOOR

.033" (20 GA ) METAL STUD BRACING, NON-

STRUCTURAL SECURED TO STRUCTURE

ABOVE

CONTINUOUS HORIZONTAL METAL STUD,

NON-STRUCTURAL, REQUIRED

WHEN GYP BD DOES NOT EXTEND TO

STRUCTURE. SIZE AND NUMBER DEPENDS

ON PARTITION HEIGHT, SEAL AROUND

BRACE WHEN STC RATING IS REQUIRED

SEAL AROUND BRACE WHEN STC IS

REQUIRED AND WHEN GYP BOARD

CONTINUES TO STRUCTURE ABOVE

SCHEDULED CEILING

5/8" GYP BD EXTENDS TO 6" MIN

ABOVE FINISHED CEILING

METAL STUDS PER PARTITION

CHART

6" M

IN

A

LL

O W

E D

B Y

S T

U D

M A

N U

F

M A

X . U

N B

R A

C E

D H

E

IG

H T

1/ 4"

ACOUSTICAL SEALANT, BOTH SIDES

MINERAL FIBER PACKING

SOUND ATTENUATION BLANKET

(THICKNESS, STC PER PARTITION

TYPE)

ACOUSTICAL SEALANT, BOTH

SIDES (FIRE-RESISTANT RATED

SEALANT BOTH SIDES AT SIM)

NUMBER OF LAYERS OF

5/8" GYP BD PER

PARTITION TYPE

FLOOR

1/ 4"

METAL STUDS PER PARTITION CHART

NUMBER OF LAYERS OF

5/8" GYP BD PER PARTITION TYPE

(GYPSUM SHAFT LINER BOARD PER

PARTITION TYPE AT SIM)

1' -0

M

IN

O F

G Y

P P

A N

E L

LO

N

G S

ID

E

FIRE-RESISTIVE JOINT SYSTEM

REQD AT RATED AND/OR SMOKE

WALLS AND DECK.

HORIZ JOINTS ARE REQD TO

BE STAGGERED 12" OC MIN

AT UL# 411.

APPLY GYP BD WITH LONG DIMENSION

PARALLEL TO STUDS. ABUTTING

EDGES SHALL BE IN THE CENTER OF

THE STUDS.

DECK

CEILING

FLOOR

ELEVATION

2'

2'

12"

4'-0" GYP BD PANEL

4'-0" GYP BD PANEL

PLAN - UL # U411

HORIZ AND VERT JOINTS

OF OUTER LAYER OFFSET

12" FROM INNER LAYER

JOINTS.

MIN 2 1/2", 25 GA,

MTL STUDS

4'-0" GYP BD PANEL

UL # U465

2'

1'

24" MAX

STUD SPACING

2'

4'-0" GYP BD PANEL

MIN 3 5/8", 25 GA,

MTL STUDS

CENTER JOINTS ON STUD CENTERS STAGGER JOINTS ON

OPPOSITE SIDES OF THE

ASSEMBLY VERT ONLY

STUD CENTERLINES

7/8"

3"

FIRE SAFING

5/8" GYP BD

C OF JOINT

TO ATTACHMENT

L

2-HR FIRE RATED

SA 8602017

1-HR FIRE RATED

SA 923

ZINC CONTROL

JOINT (BOTH

SIDES)

JOINT WIDTH

1/2" MAX

JOINT WIDTH

1/2" MAX

7/8"

C OF JOINT

TO ATTACHMENT

L

ZINC CONTROL

JOINT (BOTH SIDES)

FIRE SAFING

COMPRESSED TO

FILL OPENING

5/8" GYP BD

CONTROL JOINTS AT 30'-0" MAX

2' - 0" MIN

VARIESVARIES

PROVIDE ONE JAMB

ANCHOR ABOVE EACH

HINGE AND BELOW TOP

HINGE. LOCATION OF

ANCHORS ON STRIKE

JAMB TO BE IDENTICAL.

PROVIDE ONE JAMB

ANCHOR ABOVE EACH

HINGE AND BELOW TOP

HINGE. LOCATION OF

ANCHORS ON STRIKE

JAMB TO BE IDENTICAL.

SECURE LT. GA. MTL

FRAMING DBL.

STUDS TO STRUT ABOVE

LT. GA. MTL. STUDS @ 16" O.C. (VERT.)

SECURE LT. GA. MTL

FRAMING DBL.

STUDS TO STRUT ABOVE

1-1/2" CRC REINF @

OPENINGS OVER 3'-4"

WIDE. EXTEND TO FIRST

STUD BEYOND BL STUDS

METAL RUNNER TRACK

BTWN STUDS. TURN

DOWN @JAMBS AND

SECURE ENDS

FL ANCHOR CLIPS

SECURED WITH 2

FASTENERS (MIN)

architects & associates clk

615 N. Upper Broadway

Suite 1250

Corpus Christi, TX

78401-0750

SHEET NUMBER

JOB NO.

DRN. BY:

ISSUE DATE:

CKD. BY:

T H

IS

I

S T

O G

IV

E

N O

T

IC

E A

N D

V E

R T

IF

Y

T H

A T

T H

E T

E X

A S

B O

A R

D O

F A

R C

H

IT

E C

T U

R A

L E

X A

M

IN

E R

S

T B

A E

H

A S

J U

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IS

D

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N O

V E

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H E

P R

O F

E S

S

IO

N A

L P

R A

C T

IC

E

O F

A R

C H

IT

E

C T

U R

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N T

A T

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A S

C

O N

T A

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T H

E T

B A

E A

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-3

-9

, w w w

.t b a e.

st a te .t x.

u s O

R W

R

IT

E T

O T

H E

T E

X A

S B

O A

R D

O F

A R

C H

IT

E

C T

U R

A L

E X

A M

IN

E

R S

, P .O

. B O

X

, A U

S T

IN

, T

E X

A S

-2

REVISIONS

11/18/2025

T E X A S W

O R K F O

R C E C

O M

M

IS

S

IO

N M

O P A C P

R

IN

T S

H O

P

202551

D TORRES

A RIOJAS

I N

T E

R I O

R P

A R

T I T I O

N T

Y P

E S

C H

E D

U L E

S

100% SUBMISSION

11/18/2025

G102

N

M

O P A C

E X P R

E S S W

A Y

A U

S T

IN

T X

TYPICAL WALL DETAILS

SCALE:G102 1 1/2" = 1'-0"

1 PARTITION SECTION

SCALE:G102 1 1/2" = 1'-0"

2 TYP. PARTITION @ FLOOR

SCALE:G102 1 1/2" = 1'-0"

3 LOCATION OF GYP. BOARD CONTROL JOINTS

SCALE:G102 1 1/2" = 1'-0"

4 GYPSUM BOARD CONTROL JOINTS

SCALE:G102 1/4" = 1'-0"

5 DETAIL - DOOR FRAMING ELEVATION

PARTITION TYPES

GENERAL NOTES

1. REFER TO FLOOR PLAN SERIES A-100 FOR LOCATION OF PARTITION TYPES. ALL

PARTITIONS ARE TYPE " A41 " UNLESS NOTED OTHERWISE. NOT ALL PARTITION TYPES

SHOWN ARE UTILIZED.

PARTITION TYPE TAG

(AS SHOWN ON PLANS IN A-100 SERIES)

SPECIAL DESIGNATIONS ARE ADDED AS LAST DIGIT(S) OF A WALL TAG TO DESIGNATE THE

FOLLOWING :

S = SMOKE RATED. SEE SMOKE PARTITION DETAILS. PROVIDE FIRESTOP TRACK AT

HEAD, PROVIDE SMOKE SEAL AND ACOUSTICAL SEALANT.

2. REFER TO A-600 SERIES FOR FINAL FINISHES ON PARTITIONS. PARTITION TYPES IN

CHARTS REFER TO BASE WALL ONLY.

3. PROVIDE 5/8" THK. CEMENT BOARD IN LIEU OF GYP. BOARD AS SUBSTRATE FOR

AREAS FINISHED WITH WALL TILE.

4. WHEN BLOCKING IS REQUIRED IN A PARTITION, USE A MINIMUM .033" (20 GA) STUD.

5. "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF THE PARTITION

DETAIL DOES NOT INDICATE THE EXACT CONSTRUCTION CONDITION. REFER TO G

SERIES FOR ADDITIONAL INFORMATION CONCERNING RATED PARTITIONS.

6. ISOLATE NON-LOAD BEARING FRAMING FROM STRUCTURAL ELEMENTS TO PREVENT

THE TRANSFER OF LOAD TO PARTITION FRAMING. STOP STUDS 3/4" BELOW CEILING

RUNNER (TOP TRACK) TO ALLOW FOR VERTICAL EXPANSION. SET TOP TRACK 1"

BELOW DEFLECTION CHANNEL. DO NOT ATTACH STUDS TO TOP TRACK. DO NOT

ATTACH GYPSUM BOARD TO THE DEFLECTION TRACK. THIS MAY ALSO BE ACHIEVED,

AT THE CONTRACTOR'S OPTION, BY UTILIZING THE PROPRIETARY SYSTEM DESCRIBED

IN THE SPECIFICATIONS.

7. ALL GYP BOARD USED IN CONSTRUCTION TO BE TYPE X SHEET ROCK UNLESS STATED

OTHERWISE IN DETAIL DRAWINGS.

8. REFER TO G103 FOR ACOUSTICAL, SMOKE, AND FIRE PARTITION DETAILS.

9. FIRE RATED, SMOKE RATED, AND ACOUSTICAL WALLS TO HAVE FIRESTOP TRACK AT

THE HEAD ASSEMBLY. SEE PARTITION TYPES LEGEND ON PLAN SHEETS AND

PARTITION TYPE SCHEDULES FOR WALL TYPE INFORMATION. WALLS TO HAVE

SEALANTS USED AS FOLLOWS:

FIRE RATED=FIRE SEALANT TO MEET FIRE RATING

SMOKE PARTITION=SMOKE SEALANT TO MEET SMOKE SEAL AND ACOUSTICAL (IF

APPLICABLE) STC RATING

ACOUSTICAL=ACOUSTICAL SEALANT TO MEET ACOUSTICAL STC RATING (AND SMOKE IF

APPLICABLE)

SMOKE BARRIER=SMOKE/FIRE BARRIER SEALANT TO MEET FIRE AND SMOKE RATING

NON-RATED PARTITIONS TO HAVE SEALANT AS SPECIFIED.

FIRE RATED PARTITIONS

1. REFER TO G SERIES FOR ADDITIONAL INFORMATION ON PENETRATIONS THRU RATED

PARTITIONS, FIRE RESISTANT JOINT SYSTEMS, SLIP TRACKS AT NON-BEARING

PARTITIONS CONNECTION TO STRUCTURE AND WALL PRIORITY.

2. ALL BATTS AND BLANKETS IN RATED PARTITIONS MUST BEAR THE REQUIRED UL

CLASSIFICATION MARKING AS TO FIRE-RESISTANCE. REFER TO CODE COMPLIANCE

DETAILS IN THE PROJECT CODE SUMMARY.

3. STAGGER AND SEAL ALL JOINTS ON MULTIPLE GYPSUM BOARD LAYER PARTITIONS.

4 SEAL PARTITIONS AIR TIGHT AT FLOORS, SIDES, AND CEILINGS ON BOTH SIDES WITH

FIRE SEALANT AS SPECIFIED

4. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT FIRE RATED PARTITIONS.

5. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS

ACCORDING CODE COMPLIANCE DETAILS. REFERENCE PROJECT CODE

SUMMARY.

6. OUTLETS ON OPPOSITE SIDES OF FIRE RATED PARTITIONS SHOULD BE SEPARATED

BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN AS REQUIRED FORE FIRE RATED

PARTITIONS. REFER TO PROJECT CODE SUMMARY.

7. ALL BOXES REQUIRED TO BE FIRE RATED SHALL BE SEALED PRIOR TO CLOSING IN

PARTITIONS AND INSTALLING DEVICES AND COVER PLATES.

SMOKE PARTITION THE FOLLOWING NOTES APPLY TO ALL PARTITIONS DESIGNATED TO

AS SMOKE (S) SPECIAL DESIGNATION.

1. ALL SMOKE CLASSED PARTITIONS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE

REFERENCED TEST.

2. STAGGER AND SEAL ALL JOINTS ON MULTIPLE GYPSUM BOARD LAYER PARTITIONS.

3. SEAL PARTITIONS AIR TIGHT AT FLOORS, SIDES, AND CEILINGS ON BOTH SIDES WITH

SMOKE SEALANT AS SPECIFIED

4. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT SMOKE CLASSED

PARTITIONS.

5. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS

ACCORDING CODE COMPLIANCE DETAILS. REFERENCE PROJECT CODE

SUMMARY.

6. OUTLETS ON OPPOSITE SIDES OF ACOUSTICALLY CLASSED PARTITIONS SHOULD BE

SEPARATED BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN AS REQUIRED. IF THE

PARTITION IS FIRE RATED THEN REFER TO PROJECT CODE SUMMARY.

7. ALL BOXES REQUIRED TO BE SMOKE SEALED SHALL BE SEALED PRIOR TO

CLOSING IN PARTITIONS AND INSTALLING DEVICES AND COVER PLATES.

ACOUSTICAL THE FOLLOWING NOTES APPLY TO ALL PARTITIONS DESIGNATED TO HAVE A

SOUND TRANSMISSION CLASS (STC) RATING ON THE PARTITION CHARTS.

1. ALL ACOUSTICALLY CLASSED PARTITIONS SHALL BE CONSTRUCTED IN

ACCORDANCE TO THE REFERENCED TEST.

2. STAGGER AND SEAL ALL JOINTS ON MULTIPLE GYPSUM BOARD LAYER PARTITIONS.

3. SEAL PARTITIONS AIR TIGHT AT FLOORS, SIDES, AND CEILINGS ON BOTH SIDES WITH

NON-HARDENING ACOUSTICAL SEALANT IN ACCORDANCE OF REFERENCED TEST.

4. AVOID COMPRESSING ACOUSTICAL BATT INSULATION AT BLOCKING AND RECESSED

ITEMS IN ACOUSTIC RATED WALLS

5. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT ACOUSTICALLY

CLASSED PARTITIONS.

6. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS

ACCORDING CODE COMPLIANCE DETAILS. REFERENCE PROJECT CODE

SUMMARY.

7. OUTLETS ON OPPOSITE SIDES OF ACOUSTICALLY CLASSED PARTITIONS SHOULD BE

SEPARATED BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN AS REQUIRED. IF THE

PARTITION IS FIRE RATED THEN REFER TO PROJECT CODE SUMMARY.

8. ALL BOXES REQUIRED TO BE ACOUSTICALLY SEALED SHALL BE SEALED PRIOR TO

CLOSING IN PARTITIONS AND INSTALLING DEVICES AND COVER PLATES. VERIFY

COMPLIANCE WITH STC#.

?XX

CEILING AS SCHEDULED

SEE RCP FOR CEILING HEIGHTS

3 5/8" 20 GAUGE METAL

STUDS @ 16" O.C.

5/8" TYPE X GYP.BD. EACH

SIDE FINISH AS SCHEDULED

WALL BASE

AS SCHEDULED

EXISTING CONCRETE FLOOR

CONSTRUCTION

SOUND BATT INSULATION

FOAM TOP TRACK SEAL AS SPECIFIED. SEAL TOP

OF WALL AGAINST DECK

TIGHTLY FILL ALL VOIDS TO LIMIT PASSAGE OF

SOUND

ACOUSTICAL SEALANT, BOTH SIDES, SMOKE

AND SOUND SEALANT AT SMOKE PARTITIONS

SEAL VOIDS FROM OUTSIDE AND

COVER BOX WITH 1/8" MIN

SOUND BATTS

CUT GYP BD TO ALLOW 1/4"

MIN OVERLAP BY FACE PLATE

SCHEDULED PARTITION

A MIN OF 1 STUD BETWEEN BOXES

FLEXIBLE CONDUIT

ACOUSTICAL OR FIRESTOP OUTLET BACKER PUTTY PAD

CAULK ALL VOIDS BETWEEN

GYP BD AND BOX

NOTES:

1. 12" MINIMUM UNLESS NOTED OTHERWISE IN PARTITION CHART.

2. REFER TO THIS SHEET FOR BACK TO BACK BOXES IN A RATED PARTITION.

N O

T E

DUCT.

GYPSUM BOARD

ACOUSTICAL

SEALANT

(AROUND

PERIMETER)

SHEET METAL

ENCLOSURE

SOUND ATTENUATION

BATTS

STEEL STUDS (PER

PARTITION TYPE),

PARTITION INTERSECTION

STEEL STUD (SIZED PER

PARTITION TYPE)

GYPSUM BOARD

ACOUSTICAL SEALANT

BATT INSULATION

JOINT

REINFORCEMENT

M A

X

16" MAX

M A

X

STEEL STUD

(SIZED PER

PARTITION TYPE)

CONTROL JOINT

FIBER GLASS PACKING

(3#-6# DENSITY)

PARTITION-WALL

INTERSECTION

ACOUSTICAL SEALANT

STEEL STUD (SIZED PER

PARTITION TYPE)

BATT INSULATION

GYPSUM BOARD

ACOUSTICAL SEALANT

BATT INSULATION

ACOUSTICAL SEALANT

PRIORITY 1 HIGHEST

PRIORITY 2

PRIORITY 3

PRIORITY 4

PRIORITY 5

PRIORITY 6 LOWEST

TWO HOUR RATED FIRE AND SMOKE

PARTITION

TWO HOUR RATED SHAFT WALL

TWO HOUR RATED PARTITION

ONE HOUR SMOKE PARTITION

ONE HOUR RATED PARTITION

PARTITION TO DECK

PARTITION TO 4" MIN ABOVE CEILING

WALL PRIORITY LEGEND

LOWER PRIORITY WALL

HIGHER PRIORITY WALLS

TO RUN CONTINUOUS PAST

LOWER PRIORITY WALL

THIS DRAWING IS FOR GRAPHIC

PRESENTATION ONLY. REF

PARTITION TYPE FOR NUMBER OF

LAYERS OF GYP BD, ETC.

CONT GYP BOARD ON

HIGHER PRIORITY WALL

HIGHER PRIORITY (FIRE-RATED) PARTITION

REF PARTITION CHARTS FOR RATING

TAPE AND BED PER UL DESIGN

NUMBER OF LOWER PRIORITY PARTITION

METAL TRIM

LOWER FIRE-RATING OR NO

FIRE-RATING REF PARTITION

CHARTS FOR RATING

MTL STUDS

NOTES: PER IBC 711.3.4

1. MAINTAINING FIRE RATING AROUND A GREATER THAN 16 SQ IN CABINET IS NOT NECESSARY IF THE

BOX HAS BEEN TESTED FOR USE IN A FIRE-RESISTANT RATED ASSEMBLY.

STL ELECTRICAL PANEL, FHC, FEC,

OTHER RECESSED CABINET OR BOX

OVER 16 SQ IN IN FACE SIZE. MAINTAIN

FIRE RESISTANT RATING OF THE

PARTITION ON ALL SIDES, TOP AND

BOTTOM OF THE CABINET.

ONE OR TWO LAYERS OF 5/8"

TYPE

GYP BD AS REQUIRED PER

PARTITION TYPE

2 1/2" MIN MTL

STUD 24" OC MAX

PROVIDE 6" OR 8"

STUDS FOR PIPING

AT FIRE HOSE

CABINET

VARIES

NOTES: PER IBC 711.3.4

1. FOR ALL ONE HOUR RATED PARTITIONS, TWO HOUR RATED PARTITIONS AND SMOKE PARTITIONS, SURFACE

AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES SHALL NOT EXCEED 16 SQUARE INCHES. THE AGGREGATED SURFACE OF ALL BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA. BOXES WHICH EXCEED THESE STANDARDS SHALL BE RECESSED AS SHOWN IN "RECESSED WALL CABINET DETAIL". BOXES < 16 SQ IN AND LOCATED ON OPPOSITE SIDES OF RATED FIRE SMOKE PARTITIONS

SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES MINIMUM.

2. REFER TO 2/G103 FOR SOUND ATTENUATION DETAIL.

3. WHERE WALL CAVITY IS FILLED WITH MINERAL FIBER INSULATION, BOXES SHALL BE OF ANY MATERIAL AND

SEPARATED BY NOT LESS THAN THE DEPTH OF THE WALL CAVITY.

4. MEMBRANE PENETRATIONS FOR LISTED ELECTRICAL OUTLETS ARE PERMITTED PROVIDED THEY HAVE BEEN

TESTED FOR USE IN FIRE-RESISTANT RATED ASSEMBLIES.

5. UL DESIGN TESTED MOLDABLE PUTTY PADS MAY BE USED IN LIEU OF SEPARATING THE BOXES BY 24" AND

TO PROTECT > 16" SQ BOXES.

2'

2'-0" MIN

BETWEEN OUTLET BOXES ON OPPOSITE SIDES

OF WALL, OR SEE NOTE 3 BELOW

ACOUSTICAL SEALANT OR

FIRESTOP SEALANT ALL

AROUND BOX.

ONE OR TWO LAYERS

OF 5/8" GYP BD ON

EACH SIDE. REF

PARTITION TYPE

DESCRIPTION

STL TELEPHONE,

ELECTRICAL BOXES,

ETC.

MAX 16 SQUARE INCH

OPENING IN RATED OR

SMOKE WALL

DUCT.

GYPSUM BOARD

FIRE SEALANT

(AROUND

PERIMETER)

SHEET METAL

ENCLOSURE

SOUND ATTENUATION

BATTS

STEEL STUDS (PER

PARTITION TYPE),

5/8" GYP BD - TYPE X, 1 LAYER

ON

SYMBOL SIDE

C-H SHAFT WALL STUD OR BACK

TO BACK E-SHAPED SHAFT WALL

STUDS, .018" (25 GA)

SAFB WHERE SCHEDULED

1" GYPSUM SHAFT LINER BOARD

B A

S

IC

P A

R T

IT

IO

N T

H

IC

K N

E S

S

1" M

IN

1" M

IN

FLOOR OR ROOF ASSEMBLY

0'

STEEL STUD ATTACHED TO STRUCTURE

2" MIN TO CLOSURE

ATTACHMENT

FIRE-RESISTIVE

JOINT SYSTEM -

SEE

SPECIFICATIONS

FOR FLUTE PLUGS

SIZED TO MATCH

FLUTE SIZE

GYP BD ATTACHED

TO VERTICAL

STUDS

NOTES:

1. UL SYSTEM NO: HW-D-0884 AT FIRE RATED WALLS.

2. SIMILAR AT NON-RATED WALL EXCEPT USE ACOUSTICAL SEALANT AND BATTS IN LIEU

OF FIRE-RESISTIVE JOINT SYSTEM.

3. CONTRACTOR TO COMPLY WITH DETAIL SHOWN OR USE PROPRIETARY SYSTEM AS

DESCRIBED IN THE SPECIFICATIONS.

FLOOR/ROOF ASSEMBLY

FIRE RESISTIVE JOINT SYSTEM

AS SPECIFIED

GYP BD ATTACHED TO

VERTICAL STUDS

NOTES:

1. UL SYSTEM NO: HW-D-0884 AT FIRE RATED WALLS.

2. CONTRACTOR TO COMPLY WITH DETAIL SHOWN OR COMPLY WITH PROPRIETARY SYSTEM AS SPECIFIED.

3. SIMILAR AT NON-RATED WALL EXCEPT USE ACOUSTICAL SEALANT AND BATS IN LIEU OF FIRE-RESISTIVE JOINT SYSTEM.

SEALANT PER WALL TYPE

CEILING RUNNER

4" MIN OVERLAP

FIRESTOP TOP TRACK SEAL TO BE USED AT ALL FIRE/SMOKE

BARRIER PARTITIONS, AND ALL FIRE RATED WALLS.

ACOUSTICAL/SMOKE TOP TRACK SEAL TO BE USED AT ALL

ACOUSTICAL PARTITIONS AND SMOKE PARTITIONS.

PARALLEL TO METAL DECKING PERPENDICULAR TO METAL DECKING

TOP TRACK SEAL AS SPECIFIED. USE FIRE

STOP AT RATED WALLS. USE SMOKE AND

ACOUSTIC TRACK SEAL AT SMOKE OR

ACOUSTICAL WALLS.

TAPE AND SEAL CONCEALED

JOINTS IN RATED OR SMOKE WALL

PER UL DESIGN OF PARTITION

TYPE

VERIFY PIPE

SIZE

MIN

2"

M

IN2"

SCHEDULED PARTITION

RATED AND SMOKE WALLS SHALL

BE CONT BEHIND PIPE

2 1/2" MTL STUDS

EXTEND GYP BD TO 4" MIN ABOVE

CEILING LINE FOR FURR-OUT ONLY

PROVIDE FIRE RESISTANT JOINT SYSTEM

AT PENETRATION THROUGH FLOOR AND

DECK (ABOVE AND BELOW)

E Q

E

Q architects & associates clk

615 N. Upper Broadway

Suite 1250

Corpus Christi, TX

78401-0750

SHEET NUMBER

JOB NO.

DRN. BY:

ISSUE DATE:

CKD. BY:

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REVISIONS

11/18/2025

T E X A S W

O R K F O

R C E C

O M

M

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N M

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IN

T S

H O

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202551

D. TORRES

A. RIOJAS

A C

O U

S T I C

A L

S M

O K

E

F

I R

E P

A R

T I I T O

N D

E T A

I L S

100% SUBMISSION

11/18/2025

G103

N

M

O P A C

E X P R

E S S W

A Y

A U

S T

IN

T X

ACOUSTICAL/SMOKE

FIRE

CODE COMPLIANCE DETAILS

SCALE:G103 1 1/2" = 1'-0"

1 ACOUSTICAL WALL SECTION

SCALE:G103 1" = 1'-0"

2 ACOUSTICAL PLAN SECTION

SCALE:G103 1 1/2" = 1'-0"

3 ACOUSTICAL PARTITION SECTION

SCALE:G103 1 1/2" = 1'-0"

4 ACOUSTICAL PARTITION PLAN DETAILS

SCALE:G103 1 1/2" = 1'-0"

5 PARTITION PRIORITY LEGEND

SCALE:G103 1 1/2" = 1'-0"

6 PARTITION PLAN DETAIL

SCALE:G103 1 1/2" = 1'-0"

7 RECESSED WALL CABINET DETAIL

SCALE:G103 1 1/2" = 1'-0"

8 ADJ (non-listed) ELECTRICAL BOXES

SCALE:G103 1 1/2" = 1'-0"

9 2 HR FIRE DUCT PENETRATIONS

SCALE:G103 1 1/2" = 1'-0"

10 TOP TRACK SEAL

SCALE:G103 1 1/2" = 1'-0"

11 PIPE ENCLOSURE DETAIL

1. IT IS THE INTENT OF THE DEMOLITION TO REMOVE ALL EXISTING CONSTRUCTION

WHICH CONFLICTS WITH THE INTENT OF NEW CONSTRUCTION AND EVERY

DEMOLITION DETAIL MAY NOT NECESSARILY BE COVERED ON THESE DRAWINGS.

CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK EVEN IF NOT SPECIFICALLY

CALLED FOR.

2. WHERE REMOVAL OF EXISTING WALLS, PARTITIONS, EQUIPMENT, ETC DISTURBS

EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL SERVICES, CONTRACTOR

SHALL MAKE PERMANENT REVISION AS REQUIRED AND IF NECESSARY PROVIDE

TEMPORARY SERVICES TO AREAS NOT SCHEDULED FOR DEMOLITION AND

REMODELING.

3. WHERE FIXTURES, DOORS AND OTHER ITEMS ARE REMOVED FROM WALL AND/OR

RELOCATED - PATCH AND REPAIR WALLS TO MATCH EXISTING FINISH. AT WALLS

THAT HAVE PAINTED GYP, PATCH, TEXTURE AND PAINT TO MATCH SURROUNDING

WALL. FOR WALLS PATCH AND REPAIR TO RECEIVE NEW FINISH AS SCHEDULED.

4. CONTRACTOR SHALL MAKE EVERY EFFORT TO KEEP ALL EXISTING FIREPROOFING

ON STRUCTURE UNDISTURBED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO REAPPLY FIREPROOFING THAT MAY BE REMOVED OR DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL FIRE RATED WALL

ASSEMBLIES SHOWN ON PLANS AND THOSE FOUND IN THE FIELD.

6. ALL EQUIPMENT THAT WILL NEED TO BE SALVAGED WILL BE REMOVED BY OWNER

PRIOR TO DEMOLITION.

DEMOLITION PLAN

GENERAL NOTES

DEMOLITION PLAN

LEGEND

DEMOLITION PLAN

KEY NOTES

REMOVE EXISTING MILLWORK/PLUMBING/EQUIPMENT -

SEE NOTES FOR RELOCATION OR DEMOLITION NOTES

REMOVE EXISTING PARTITION

REMOVE EXISTING DOOR

3 3

51 5

EXST'G OPEN WORK AREA

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE EXST'G OFFICE EXST'G OFFICE

EXST'G DATA

EXST'G

MECH/ELEC

EXST'G JANITOR

EXST'G STORAGE

EXST'G BREAK

ROOM

EXST'G WOMENSEXST'G MENS

EXST'G TRAINING

EXST'G TOILET

EXST'G TOILET

EXST'G

VESTIBULE

2 2

AREA OF

LIMITED SCOPE

AREA OF

LIMITED SCOPE

AREA OF

LIMITED SCOPE

architects & associates clk

615 N. Upper Broadway

Suite 1250

Corpus Christi, TX

78401-0750

SHEET NUMBER

JOB NO.

DRN. BY:

ISSUE DATE:

CKD. BY:

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11/18/2025

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D110

N

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O P A C

E X P R

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A Y

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IN

T X

NO. DESCRIPTION

1 DEMO EXISTING CARPET TILE AND BASE COMPLETE.

2 EXTENT OF FLOORING AND WALL BASE DEMOLITION. CONTRACTOR SHALL NOT

DEMOLISH FLOORING OR BASE PAST THIS LINE.

3 EXISTING FLOORING AND WALL BASE SHALL REMAIN. CONTRACTOR SHALL ENSURE

THERE'S NO DAMAGE DURING CONSTRUCTION. SEE FLOORING FINISH PLAN FOR NEW

FLOORING TRANSITIONS.

4 DEMO EXISTING CERAMIC TILE AND BASE. EXISTING DOOR THRESHOLDS SHALL BE

REPLACED AS REQ'D.

5 DEMO EXISTING VINYL FLOORING AND BASE COMPLETE. EXISTING DOOR

THRESHOLDS SHALL BE REPLACED.

SCALE:D110 1/4" = 1'-0"

1 OVERALL DEMOLITION PLAN

1. IT IS THE INTENT OF THE DEMOLITION TO REMOVE ALL EXISTING CONSTRUCTION

WHICH CONFLICTS WITH THE INTENT OF NEW CONSTRUCTION AND EVERY

DEMOLITION DETAIL MAY NOT NECESSARILY BE COVERED ON THESE DRAWINGS.

CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK EVEN IF NOT SPECIFICALLY

CALLED FOR.

2. WHERE REMOVAL OF EXISTING WALLS, PARTITIONS, EQUIPMENT, ETC DISTURBS

EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL SERVICES, CONTRACTOR

SHALL MAKE PERMANENT REVISION AS REQUIRED AND IF NECESSARY PROVIDE

TEMPORARY SERVICES TO AREAS NOT SCHEDULED FOR DEMOLITION AND

REMODELING.

3. WHERE FIXTURES, DOORS AND OTHER ITEMS ARE REMOVED FROM WALL AND/OR

RELOCATED - PATCH AND REPAIR WALLS TO MATCH EXISTING FINISH. AT WALLS

THAT HAVE PAINTED GYP, PATCH, TEXTURE AND PAINT TO MATCH SURROUNDING

WALL. FOR WALLS PATCH AND REPAIR TO RECEIVE NEW FINISH AS SCHEDULED.

4. CONTRACTOR SHALL MAKE EVERY EFFORT TO KEEP ALL EXISTING FIREPROOFING

ON STRUCTURE UNDISTURBED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO REAPPLY FIREPROOFING THAT MAY BE REMOVED OR DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL FIRE RATED WALL

ASSEMBLIES SHOWN ON PLANS AND THOSE FOUND IN THE FIELD.

6. ALL EQUIPMENT THAT WILL NEED TO BE SALVAGED WILL BE REMOVED BY OWNER

PRIOR TO DEMOLITION.

7. CONTRACTOR SHALL HAUL OFF ALL MATERIALS UPON COMPLETION OF

DEMOLITION.

8. FIELD VERIFY MEP FIXTURES AND EQUIPMENT LOCATIONS.

DEMOLITION RCP

GENERAL NOTES

DEMOLITION RCP

KEY NOTES

EXST'G OPEN WORK AREA

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE

EXST'G OFFICE EXST'G OFFICE EXST'G OFFICE

EXST'G DATA

EXST'G

MECH/ELEC

EXST'G JANITOR

EXST'G STORAGE

EXST'G BREAK

ROOM

EXST'G WOMENSEXST'G MENS

EXST'G TRAINING

EXST'G TOILET

EXST'G TOILET

EXST'G

VESTIBULE

AREA OF

LIMITED SCOPE

AREA OF

LIMITED SCOPE

AREA OF

LIMITED SCOPE

architects & associates clk

615 N. Upper Broadway

Suite 1250

Corpus Christi, TX

78401-0750

SHEET NUMBER

JOB NO.

DRN. BY:

ISSUE DATE:

CKD. BY:

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D120

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NO. DESCRIPTION

1 DEMO EXISTING CEILING TILES.IT IS THE INTENT FOR EXISTING GRID SYSTEM TO

REMAIN. CONTRACTOR SHALL REPLACE ANY DAMAGE TO THE GRID DURING

CONSTRUCTION.

2 EXISTING LIGHTS SHALL REMAIN. SEE ADD ALTERNATE 01 FOR REPLACEMENT OF

LIGHT FIXTURES.

3 CONTRACTOR SHALL DEMO A PORTION OF EXISTING CEILING GRID AS REQUIRED TO

ADD STRUCTURAL SUPPORT AND DUCT RISER FOR NEW UNIT.

4 EXISTING CEILING TILES IN THIS AREA MAY NOT HAVE TO BE REMOVED FOR ABOVE

CEILING WORK. ANY TILES REMOVED, SHALL BE REPLACED WITH NEW.

SCALE:D120 1/4" = 1'-0"

1 OVERALL DEMO RCP

TO MOPAC

EXPRESSWAY

SERVICE ROAD

2EXISTING

BUILDING

5 6

1. ARCHITECTURAL SITE PLANS ARE FOR REFERENCE ONLY. SITE WORK IS NOT IN

THE SCOPE OF WORK.

2. CONTRACTOR SHALL ESTABLISH CONSTRUCTION AREA WITH PERIMETER FENCE

AS NEEDED DURING CONSTRUCTION. THE CONTRACTOR SHALL CAREFULLY

COORDINATE SITE ACCESS AND EMPLOYEE/CLIENT SAFETY FOR DURATION OF

CONSTRUCTION.

3. CONTRACTOR SHALL COORDINATE ON-SITE ACTIVITIES WITH TEXAS WORKFORCE

COMMISSION. IN THE EVENT THAT CONCURRENT PROJECTS ARE IN-PROGRESS ON

SITE, CONTRACTOR WILL HAVE TO MAKE ACCOMODATIONS FOR ADDITIONAL

WORK.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ALL MATERIALS ON

SITE.

SITE PLAN

GENERAL NOTES

SITE PLAN

KEY NOTES

architects & associates clk

615 N. Upper Broadway

Suite 1250

Corpus Christi, TX

78401-0750

SHEET NUMBER

JOB NO.

DRN. BY:

ISSUE DATE:

CKD. BY:

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A100

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SCALE:A100 1" = 20'-0"

1 SITE PLAN

NO. DESCRIPTION

1 EXISTING SIDEWALK TO REMAIN. NOT IN SCOPE OF WORK.

2 EXISTING ASPHALT PAVING AND STRIPING TO REMAIN. NOT IN SCOPE OF WORK.

3 CONTRACTOR SET UP AND ACCESS AREA.

4 CONTRACTOR'S TEMPORARY PORTACAN FACILITIES.

5 NOTE: THERE IS NO EXTERIOR ACCESS TO THE ROOF.

6 CONTRACTOR IS RESPONSIBLE FOR ANY PERMITS REQUIRED BY CRANE OPERATOR.

CRANE LOCATION SHALL BE COORDINATED WITH TEXAS WORKFORCE COMMISSION.

D

C

B

A

S L O

P E

S L O

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ROOF HATCH

RTU-2 RTU-3

RTU-1 RTU-4

RIDGE

S L O

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CU CU

CU

VERIFY DIM

29' - 5"

V E

R

IF

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EF

EF

EF

EF

RD RD RD RD

RD RD RD RD

1. CONTRACTOR SHALL MAINTAIN ADEQUATE QUANTITIES OF EMERGENCY

PROTETION MATERIALS TO ENSURE THE FACILITY WILL BE KEPT DRY DURING THE

EQUIPMENT PLACEMENT. THE CONTRACTOR SHALL PROTECT UNFINISHED OR

OPEN ROOF WITH PROTECTION METERIALS.

2. CONTRACTOR SHALL PROTECT NEW ROOF SYSTEM INCLUDING CAP SHEET.

CONTRACTOR IS RESPONSIBLE TO ENSURE THAT INSTALLATION OF NEW HVAC

EQUIPMENT WILL NOT VOID THE EXISTING ROOF WARRANTY. CONTRACTOR SHALL

VERIFY WITH ROOFING MANUFACTURER STEPS REQUIRED TO MAINTAIN EXISTING

ROOF WARRANTY. UPON COMPLETION OF ALL WORK AFFECTING THE ROOFING

SYSTEM, CONTRACTOR MUST HAVE ROOF INSPECTED AND SIGNED OFF BY

ROOFING MANUFACTURER. A LETTER FROM MANUFACTURER ACCEPTING THE

WORK THAT HAS BEEN PERFORMED.

ROOF PLAN

GENERAL NOTES

ROOF PLAN

KEY NOTES

architects & associates clk

615 N. Upper Broadway

Suite 1250

Corpus Christi, TX

78401-0750

SHEET NUMBER

JOB NO.

DRN. BY:

ISSUE DATE:

CKD. BY:

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A101

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SCALE:A101 1/4" = 1'-0"

1 ROOF PLAN

NO. DESCRIPTION

1 NEW ERV UNIT AND CURB AS SPECIFIED. SEE MEP DRAWINGS FOR MORE

INFORMATION. SEE STRUCTURAL DRAWINGS FOR ROOF CURB DETAILS.SEE NOTES

REGARDING ROOFING WARRANTY.

2 EXISTING MODIFIED BIT ROOF SYSTEM. RECENTLY INSTALLED, UNDER WARRANTY.

SEE NOTES REGARDING WARRANTY REQUIREMENTS.

3 NEW ROOF PENETRATION TO ALLOW FOR NEW CONDENSATE DRAIN LINE. SEE MEP

DRAWINGS FOR MORE INFORMATION. SEE D2/A301 FOR ROOF PENETRATION

DETAILS. SEE D4/A301 FOR PIPE SUPPORT DETAIL.

4 CONTRACTOR TO INSTALL NEW WALKPAD AS SHOWN ON SHEET A300. SEE D3/A301

FOR DETAILS.

5 EXISTING ROOFTOP UNITS, GAS LINES, DRAIN LINES, AND ROOF COMPONENTS SHALL

REMAIN. CONTRACTOR SHALL ENSURE THAT THERE'S NO DAMAGE…