ESBD_484259_1770149331269_EXHIBIT B - Burnet County Annex_REVISION 1.pdf

XX/AX.X

Ref

XX/AX.X

Ref

XX/AX.X

Ref

AX.X

XX

Ref

X

LEVEL NAME

ELEVATION

LEVEL HEAD, DATUM

POINT

CL

X

PROJECT NORTH

TRUE NORTH

150 SF

ROOM

NAME

AREA NOT IN CONTRACT

REVISION CLOUD &

REVISION TAG/ NUMBER

COLUMN REFERENCE

GRID

SPOT ELEVATION

x' - x"

ROOM LABEL

WALL SECTION

XX/AX.X

Ref

BUILDING SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

KEY NOTE

CENTERLINE

PARTITION TAG

DETAIL CALLOUT

X

DOOR TAG

GLAZING TAG

XX/AX.XX X

X

X

PROJECT

NORTH

TRUE

NORTH

� IMPORTANT:

SHOULD A CONFLICT AND/ OR DISCREPANCY ARISE BETWEEN THE SPECIFICATIONS

AND/ OR DRAWINGS, THE HIGHEST QUALITY AND QUANTITY SHALL BE PROVIDED

AND INSTALLED.

GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL TEXAS

DEPARTMENT OF LICENSING AND REGULATION (TDLR), TEXAS ACCESSIBILITY

STANDARDS (TAS), AND AMERICANS WITH DISABILITIES ACT (ADA)

REQUIREMENTS ARE MET.

THE ARCHITECT'S PACKAGE IS INTENDED TO BE VIEWED IN FULL COLOR. WORK

INCORRECTLY INSTALLED AS A RESULT OF VIEWING THE DRAWINGS IN

GRAYSCALE, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

CORRECT.

Project Number:

C

O N

G R

E S S A

V E N

U E

S U

IT

E

A U

S T

IN

T X

(5

-9

W W

W .L

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E M

A .C

O M

© 2024 LEVY DYKEMA

B U

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C O

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T Y

A N

N E X

G-001

COVER SHEET

LD10-23055

E

A S

T J

A C

K S

O N

S T

R E E T

B

U R

N E T

T X

8/11/2025

1 THE CONTRACTOR, IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THESE CONTRACT

DOCUMENTS, SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR AND SUPERVISION TO

COMPLETE ALL WORK DESCRIBED HEREIN AND WHICH CAN BE REASONABLY INFERRED TO

BE REQUIRED IN THESE DRAWINGS FOR CONSTRUCTION.

2 PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR TO VERIFY ALL DIMENSIONS, AND

CONDITIONS, AND SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES.

PROCEEDING WITH WORK SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR THAT ALL

CONDITIONS ARE ACCEPTABLE AND THE CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY.

3 DO NOT SCALE DRAWINGS - IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING

WITH CONSTRUCTION.

4 CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES,

REGULATIONS, ACTS, AND COVENANTS. HAVING JURISDICTION.

5 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, INSPECTION FEES, AND

DEPOSITS REQUIRED FOR THE PROVISION AND INSTALLATION OF ALL WORK. IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO CALL FOR LOCAL INSPECTIONS AND OBTAIN

APPROVAL FROM INSPECTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

INSURANCE AND NECESSARY INCIDENTALS

6 SEAL ALL CRACKS AROUND STRUCTURAL MEMBERS, BRACING, PIPES, CONDUITS, DUCTS AND

BETWEEN WALLS AND ROOF DECK WHERE AIR INFILTRATION BETWEEN CONDITIONED AND

NON-CONDITIONED (EXTERIOR) SPACES MAY OCCUR (I.E. SEAL THE BUILDING ENVELOPE).

7 CONCEAL ALL PIPING IN GYPSUM WALLBOARD, TYPE 'X'. WHERE PIPING IS TOO LARGE,

WALLS ARE TO BE FURRED-OUT THE MINIMUM REQUIRED TO CONCEAL PIPING. INFORM

ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

8 PROVIDE DOUBLE STUDS, BLOCKING, AND/OR DIAGONAL BRACING AT JAMBS OF DOORS,

AND ALL WALL OPENINGS.

9 PROVIDE TRANSITION STRIPS AT ALL CHANGES IN FLOOR FINISH.

10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT

THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION. SUCH MEASURES SHALL

INCLUDE BUT NOT BE LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION

EQUIPMENT, EXCAVATION PROTECTION, SCAFFOLDING, AND JOB SITE SAFETY. OBSERVATION

VISITS TO THE SITE BY ARCHITECT, OWNER, OR ENGINEER SHALL NOT INCLUDE INSPECTION

OF ABOVE ITEMS

11 FIRE EXTINGUISHERS SHALL BE PURCHASED AND INSTALLED BY THE CONTRACTOR PER

LOCAL FIRE DEPARTMENT AND BUILDING CODE REQUIREMENTS.

12 ELECTRICAL PANEL AND FIRE EXTINGUISHER CABINETS LOCATED IN RATED PARTITIONS

SHALL BE BACKED WITH DRYWALL TO MAINTAIN FIRE RATING

13 ALL DOORS PENETRATING "1 HOUR" CORRIDOR WALLS SHALL BE 45-MINUTE RATED DOORS

UNLESS NOTED OTHERWISE.

14 PENETRATIONS THROUGH WALLS OR CEILINGS NOTED TO BE FIRE RATED SHALL BE FIRE

SAFED AND SEALED TO MAINTAIN THE RATING. ALL WALL AND FLOOR CEILING

PENETRATIONS SHALL BE PROTECTED BY PRODUCTS EQUIVALENT TO USG FIRE CODE

SEALANT AND THERMAFIBER SAFING INSULATION PER MANUFACTURER'S INSTRUCTIONS

AND CONFORMING TO SYSTEM WL-7001, WL-7002, WL-1027, WL-3023, WL-1039, AND/OR UL

SYSTEM #CAJ-0032, CAJ-0032, CAJ-3045. DUCT WORK PENETRATIONS THROUGH RATED

ASSEMBLIES SHALL BE PROVIDED WITH AN APPROPRIATELY TESTED/RATED FIRE AND SMOKE

DAMPER.

15 CONTRACTOR TO PROVIDE FIRE / SMOKE DETECTION AND ALARM SYSTEM.

16 IT IS THE INTENT OF THE OWNER AND ARCHITECT THAT THIS PROJECT COMPLY WITH THE

AMERICANS WITH DISABILITIES ACT AND TEXAS ACCESSIBILITY STANDARDS.

17 THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL AGREE TO WARRANTY THE

WORK, INCLUDING BOTH MATERIALS AND WORKMANSHIP, FOR A PERIOD OF ONE YEAR

FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. CONTRACTOR SHALL REMEDY, AT

NO EXPENSE TO THE OWNER, ANY DEFECTS IN THE WORK WHICH BECOME APPARENT

DURING THE WARRANTY PERIOD.

OWNER:

BURNET COUNTY AUDITOR'S OFFICE

133 E JACKSON ST

BURNET, TX 78611

CONTACT:JOE DON DOCKERY

CELL #:512-715-5235

GENERAL CONTRACTOR:

TBD

PROJECT #:TBD

TBD

TBD

TBD

TBD

CONTACT:TBD

CELL #:TBD

EMAIL:TBD

1 FIRE ALARM SYSTEM. A FIRE ALARM SYSTEM WILL BE INSTALLED PER THE FIRE CODE AND

NFPA STANDARD 72. THE APPROVAL OF THIS SYSTEM WILL BE ADDRESSED THROUGH A

DEFERRED SUBMITTAL. APPROVAL OF THE BUILDING PERMIT DOES NOT IMPLY APPROVAL TO

INSTALL THE FIRE ALARM SYSTEM.

2 EMERGENCY SERVICES. NORMAL BUILDING LIGHTING WILL BE SUPPLIED FROM DEDICATED

LIGHTING CIRCUITS AND EMERGENCY LIGHTING WILL BE SUPPLIED FROM THE SAME

CIRCUITS. A SINGLE PRIMARY HOT FROM THE BREAKER WILL BE SPLIT BETWEEN THE SWITCH

AND EMERGENCY HOT. THE PRIMARY HOT WILL SUPPLY THE LIGHTING FIXTURES AND WILL

BE ROUTED THROUGH THE SWITCHES LOCATED ON THE CIRCUIT. THE EMERGENCY HOT WILL

SUPPLY THE BACKUP BATTERIES ONLY. THE EMERGENCY HOT WILL BE INSTALLED AS AN

UNSWITCHED, CONSTANT HOT. THE BREAKER SUPPLYING THE CIRCUITS MUST BE TURNED

OFF TO CUT POWER TO THE EMERGENCY HOT. COORDINATE WITH MPE SYSTEMS

DRAWINGS.

3 PORTABLE FIRE EXTINGUISHERS. PORTABLE FIRE EXTINGUISHERS WILL BE INSTALLED SO THAT

NO POINT IN THE BUILDING WILL BE LOCATED MORE THAN 75 FEET FROM AN

EXTINGUISHER. THIS DISTANCE IS MEASURED BY THE PATH OF TRAVEL. THE MINIMUM

RATING FOR AN EXTINGUISHER IS 2A:10BC. 5-LB DRY CHEMICAL UNITS, WHICH CARRY A

3A:40BC RATING. EXTINGUISHERS SHALL BE MOUNTED ADJACENT TO EXIT DOORS AND AT

INTERMIDIATE LOCATIONS TO MEET TRAVEL DISTANCE REQUIREMENTS. EXTINGUISHERS

MUST BE MOUNTED IN A VISIBLE AND ACCESIBLE LOCATION. THE TOP OF EXTINGUISHER

SHALL NOT BE MORE THAN 5 FEET ABOVE THE FINISHED FLOOR LEVEL. EXTINGUISHERS

MUST BE PROVIDED WITH A CURRENT INSPECTION TAG BY A LICENSED FIRE PROTECTION

CONTRACTOR.

4 MAIN ELECTRICAL DISCONNECT. THE MAIN ELECTRICAL DISCONNECT MUST BE LOCATED ON

THE EXTERIOR OF THE BUILDING AND APPROVED SIGNAGE TO BE PROVIDED AND INSTALLED

TO IDENTIFY THE LOCATION OF THE MAIN ELECTRICAL DISCONNECT. THE DISCONNECT

MUST BE A KNOX-VAULT 4500 SERIES POWER SHUTDOWN. PRIOR TO INSTALLATION, THE

SIZE, DESIGN AND PLACEMENT OF IDENTIFICATION SIGNS MUST BE APPROVED BY THE FIRE

DEPARTMEN. COORDINATE WITH MPE SYSTEMS DRAWINGS.

5 MAIN GAS DISCONNECT. THE MAIN GAS DISCONNECT MUST BE LOCATED ON THE EXTERIOR

OF THE BUILDING AND APPROVED SIGNAGE TO BE PROVIDED AND INSTALLED TO IDENTIFY

THE LOCATION OF THE MAIN GAS DISCONNECT. PRIOR TO INSTALLATION, THE SIZE, DESIGN

AND PLACEMENT OF IDENTIFICATION SIGNS MUST BE APPROVED BY THE FIRE DEPARTMENT.

COORDINATE WITH MPE SYSTEMS DRAWINGS.

6 CARBON DIOXIDE SYSTEMS WITH MORE THAN 100 POUNDS (45.4 KG) OF CARBON DIOXIDE

USED IN BEVERAGE DISPENSING APPLICATIONS SHALL COMPLY WITH THE 2015

INTERNATIONAL FIRE CODE, SECTIONS 5307.2 THROUGH 5307.5.2.

SHEET # SHEET NAME

CURRENT REVISION

# DESCRIPTION DATE

00 - GENERAL

G-001 COVER SHEET

G-101 LIFE SAFETY PLAN 1 2ND FLOOR LAYOUT 8/11/2025

G-501 ACCESSIBILITY GUIDELINES

G-502 ACCESSIBILITY GUIDELINES

03 - STRUCTURAL

S-000 STRUCTURAL NOTES

S-001 STRUCTURAL NOTES

S-002 STRUCTURAL NOTES

S-003 SPECIAL INSPECTIONS

S-100 FOUNDATION PLAN

S-200 FRAMING PLAN

S-201 ROOF FRAMING PLAN

S-300 TYPICAL CONCRETE DETAILS

S-301 SLAB ON GRADE FOUNDATION

SECTIONS

S-302 SLAB ON GRADE FOUNDATION

SECTIONS

S-303 CONCRETE REPAIR DETAILS

S-600 TYPICAL WOOD DETAILS

S-601 TYPICAL WOOD DETAILS

S-610 TYPICAL WOOD SHEAR WALL DETAILS

S-611 TYPICAL WOOD SHEAR WALL DETAILS

S-612 TYPICAL WOOD SHEAR WALL DETAILS

S-630 STICK FRAME FLOOR FRAMING

DETAILS

S-650 MONOSLOPE ROOF TRUSS DETAILS

04A - ARCHITECTURAL SITE

AS-101 ARCHITECTURAL SITE PLAN

04B - ARCHITECTURAL DEMOLITION

AD-101 DEMOLITION FLOOR PLANS

AD-121 DEMOLITION ROOF PLAN & EXTERIOR

ELEVATIONS

04C - ARCHITECTURAL

A-101 ARCHITECTURAL FLOOR PLANS 1 2ND FLOOR LAYOUT 8/11/2025

A-111 REFLECTED CEILING PLANS 1 2ND FLOOR LAYOUT 8/11/2025

A-121 ROOF PLAN

A-131 FINISH PLANS 1 2ND FLOOR LAYOUT 8/11/2025

A-201 EXTERIOR ELEVATIONS 1 2ND FLOOR LAYOUT 8/11/2025

A-221 INTERIOR ELEVATIONS 1 2ND FLOOR LAYOUT 8/11/2025

A-301 BUILDING SECTIONS 1 2ND FLOOR LAYOUT 8/11/2025

A-311 WALL SECTIONS 1 2ND FLOOR LAYOUT 8/11/2025

A-401 ENLARGED PLANS 1 2ND FLOOR LAYOUT 8/11/2025

A-402 ENLARGED PLANS

A-431 ENLARGED FINISH PLANS

A-511 DETAILS 1 2ND FLOOR LAYOUT 8/11/2025

A-512 STAIR DETAILS

A-522 MILLWORK DETAILS

A-602 INTERIOR PARTITION TYPES 1 2ND FLOOR LAYOUT 8/11/2025

A-611 DOOR SCHEDULES AND DETAILS

A-631 STOREFRONT & WINDOW SCHEDULE 1 2ND FLOOR LAYOUT 8/11/2025

06 - MECHANICAL

M-001 MECHANICAL COVER SHEET

M-002 MECHANICAL DETAILS

M-003 MECHANICAL SCHEDULES

M-201 MECHANICAL HVAC PLANS - LEVEL 1

07 - PLUMBING

P-001 PLUMBING COVER SHEET

P-002 PLUMBING DETAILS

P-003 PLUMBING SCHEDULES

P-101 PLUMBING DWV PLANS

P-201 PLUMBING DOMESTIC WATER PLANS

P-301 PLUMBING RISER DIAGRAMS

08 - ELECTRICAL

E-001 ELECTRICAL COVER SHEET

E-002 ELECTRICAL SPECIFICATIONS

E-003 ELECTRICAL DETAILS

E-004 ELECTRICAL ONE-LINES & SCHEDULES

E-201 ELECTRICAL LIGHTING PLAN

E-301A ELECTRICAL POWER PLAN

E-301B ELECTRICAL HVAC POWER PLAN

BURNET COUNTY ANNEX

127 EAST JACKSON STREET, BURNET TX 78611

LOCATION MAP

PROJECT GENERAL NOTES

GENERAL NOTES

PROJECT TEAM DIRECTORY:

REQUIREMENTS

ARCHITECT OF RECORD:

LEVY DYKEMA

PROJECT #:LD10-23055

620 CONGRESS AVE., STE 100

AUSTIN, TEXAS 78701

WWW.LEVYDYKEMA.COM

SYMBOL LEGEND

SHEET INDEX

PROJECT

LOCATION

VIEW FROM E. JACKSON ST.

STRUCTURAL ENGINEER:

STRUCTURES PE, LLP

PROJECT #:23.078

4315 GUADALUPE ST. STE 301

AUSTIN, TX

STRUCTURESTX.COM

(512)499-0919

MEP ENGINEER:

HOLLINGSWORTH PACK

PROJECT #:33-1408

3801 S CONGRESS AVE, STE 110

AUSTIN, TX

HOLLINGSWORTHPACK.COM

(512) 275-6060

# DATE ISSUE

FA

FP

SD

DN

12"

24"

150 SF

ROOM

NAME

OCCUPANCY

ITEM NOT SELECTED

ITEM SELECTED

OCCUPANCY

ROOM AREA

# OF OCCUPANTS

(EATD) EXIT ACCESS

TRAVEL DISTANCE

(CPET) COMMON PATH OF

EGRESS TRAVEL DISTANCE

# OF PEOPLE EGRESSING

THROUGH DOOR

REQUIRED EGRESS WIDTH

ACTUAL EGRESS WIDTH

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE ALARM/STROBE

FIRE PULL

FIRE ACCESS CONTROL

PANEL

EXIT SIGN

SMOKE DETECTOR

(DECL) DEAD END CORRIDOR

LENGTH

1-HR FIRE RATED WALL

2-HR FIRE RATED WALL

KNOX BOX

KNOX

F.E.C.-#

F.E.-#

F.A.C.P.

OCCUPANCY

BUSINESS

1,940 SF

BUSINESS

OPEN

WORKSPACE

OFFICE 1

CONFERENCE

WORK

ROOM

BREAKROOM

NOT IN

SCOPE

UP

34"

32"

EATD = 66' - 8"

HVAC

P R

IN

T E R

S

34"

32"

F.E.C. #1

OFFICE 2

34"

32"

EATD = 63' - 1"

OCCUPANCY

BUSINESS

EATD = 50' - 9"

DN

EATD = 46' - 0"

EATD = 22' - 3"

STORAGE

FLEX OFFICE

LAB

SERVER

ROOM

OFFICE

OFFICE

GREG'S

OFFICE

MEETING

ROOM

OPEN

WORKSPACE

BREAKROOM

30"

32"

ELEV. &

MECH. RM.

1,935 SF

BUSINESS

F.E.C. #1

Project Number:

C

O N

G R

E S S A

V E N

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S U

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A U

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IN

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(5

-9

W W

W .L

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A .C

O M

© 2024 LEVY DYKEMA

B U

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C O

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T Y

A N

N E X

G-101

LIFE SAFETY PLAN

LD10-23055

E

A S

T J

A C

K S

O N

S T

R E E T

B

U R

N E T

T X

8/11/2025

1 THE PURPOSE OF THE LIFE SAFETY PLANS IS TO ILLUSTRATE IN A SCHEMATIC FASHION, THE

APPLICABLE EXITING, FIRE-RESISTANCE, AND LIFE SAFETY CONCEPTS UTILIZED BY THIS PROJECT;

INCLUDING, BUT NOT LIMITED TO:

- OCCUPANCY CLASSIFICATIONS

- OCCUPANCY LOAD FACTORS

- EXIT LOCATIONS, EXIT PATHS & CAPACITY

- FUNCTION OF SPACE

- FIRE-RESISTANCE RATED CONSTRUCTION

- AND OTHER STRATEGIES RELATED TO THE CODE COMPLIANCE APPROACH OF THIS PROJECT.

2 ADDITIONAL DETAILED REQUIREMENTS APPLY TO THE CONSTRUCTION OF PARTITIONS, FIRE

RATED DOOR ASSEMBLIES, INTERIOR GLAZED OPENINGS, DUCTS, SMOKE AND FIRE DAMPERS

AND THROUGH-PENETRATION FIRE STOPPING ,IF APPLICABLE. REFER TO THE DRAWINGS OF

EACH DISCIPLINE FOR THESE REQUIREMENTS.

3 ADDITIONAL DETAILED REQUIREMENTS SHOWN ELSEWHERE MAY REQUIRE CONSTRUCTION

HAVING GREATER FIRE RATINGS, MORE EXTENSIVE FIRE-RATED CONSTRUCTION,OR MORE

COMPLEX ASSEMBLIES THAN INDICATED. WHEN PROVIDED, THE ADDITIONAL DETAILED

REQUIREMENTS SHALL GOVERN.

4 FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING

ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK

ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE

CONTINUOUS THROUGH CONCEALED SPACES.

5 SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS.

6 FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING

ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK

ABOVE OR TO THE FIRE-RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY

ABOVE, AND SHALL BE SECURELY ATTACHED THERETO.

7 SMOKE BARRIERS SHALL FORM AN EFFECTIVE MEMBRANE CONTINUOUS FROM OUTSIDE WALL

TO OUTSIDE WALL AND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY

BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE,

INCLUDING CONTINUITY THROUGH CONCEALED

SPACES.

8 SMOKE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR BELOW TO

THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE OR TO THE

UNDERSIDE OF THE CEILING ABOVE WHERE THE CEILING MEMBRANE IS CONSTRUCTED TO

LIMIT THE TRANSFER OF SMOKE.

9 DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT EACH ELEVATOR LANDING THAT STATES "IN

FIRE EMERGENCY, DO NOT USE THE ELEVATOR, USE THE STAIRS".

10 INTERIOR WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX RATING OF NO MORE

THAN CLASS 'B' AT VERTICAL EXITS & EXIT PASSAGEWAYS, EXIT ACCESS CORRIDORS, AND

OTHER EXIT WAYS.

11 INTERIOR WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX RATING OF NO MORE

THAN CLASS 'C' AT ROOMS AND ENCLOSED SPACES.

12 ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD INDEX

RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50.

13 FIRE EXTINGUISHERS SHALL BE LOCATED SUCH THAT TRAVEL DISTANCE TO AN EXTINGUISHER

SHALL NOT EXCEEED 75' (WHERE REQUIRED BY CODE).

14 LEVEL / AREA MAIN OCCUPANCY EXIT SIGN LOCATIONS MAY NOT BE SHOWN ON THIS SHEET.

REFERENCE ELECTRICAL SHEETS FOR ALL EXIT SIGN LOCATIONS.

15 FIRE RESISTIVE ASSEMBLY DETAILS, IF APPLICABLE, ARE LOCATED ELSEWHERE IN THIS DRAWING

SET. REFERENCE THE SHEET INDEX.

16 ELEVATOR HOISTWAY OPENINGS SHALL BE PROTECTED AS REQUIRED BY CODE,

CORRESPONDING TO THE RATING OF THE HOISTWAY.

17 EVERY ROOM / SPACE WITH AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD

POSTED IN A CONSPICUOUS SPACE.

18 EACH PARTITION SHOWN ON THE DRAWINGS TO HAVE A FIRE AND/OR SMOKE RESISTANCE

RATING SHALL BE IDENTIFIED AS SUCH WITH A LABEL ABOVE THE CEILING ON EACH SEGMENT

OF THE WALL AND 6' - 0" MAX. EACH SIDE.

BASIC OCCUPANCY GROUPS: TYPE OF CONSTRUCTION:

USES & CONSTRUCTION TYPES:

USE GROUP(S) AND CONSTRUCTION TYPE(S) PER IBC CHAPTERS 3, 4, 5, AND 6

TYPE V : A B

FIRE-RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS (PER IBC TABLE 601):

MIN. FIRE-RESISTIVE REQUIREMENTS:

TYPE OF CONSTRUCTION

PRIMARY STRUCTURAL FRAME

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NON-BEARING WALLS

INTERIOR NON-BEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

ADDITIONAL FIRE-RESISTIVE RATINGS:

BUILDING ELEMENT

REQ'D RTG

(HRS)

SHAFT ENCLOSURES (IBC 713.4)

BUILDING ELEMENT

REQ'D RTG

(HRS)

<4 STORIES

EXIT ENCLOSURES (IBC 1023.2)

<4 STORIES

EXIT PASSAGEWAYS (IBC 1024.3) 1

OCCUPANCY

OCCUPANT

LOAD SERVED

REQ'D

RATING (HRS)

MEANS OF EGRESS SIZING:

BUILDING ELEMENT

MINIMUM REQUIRED

EGRESS WIDTH

STAIRWAYS

OTHER EGRESS COMPONENTS

OCCUPANCY

MAXIMUM COMMON

PATH OF TRAVEL (IBC

TABLE 1006.2.1)

EXIT ACCESS

TRAVEL DISTANCE

(IBC TABLE 1017.2)

DEAD END

CORRIDOR LENGTH

(IBC 1020.5)

BUILDING LIMITS

MAX. FLOOR AREA:

ACTUAL FLOOR AREA:

MAXIMUM BUILDING HEIGHT

ACTUAL BUILDING HEIGHT

ALLOWABLE STORIES ABOVE GRADE

ACTUAL STORIES ABOVE GRADE

BUSINESS ( GROUP B )

B >30 1

0.3

0.2

B 75' 200' 20'

V-B

9,000 SF

3,875 SF

40' - 0"

30' - 6"

APPLICABLE CODES:

APPLICABLE CODES & STANDARDS

AUTHORITY HAVING JURISDICTION:

TDLR NUMBER: TBD

2021 INTERNATIONAL BUILDING CODE WITH AMENDMENTS

2015 INTERNATIONAL EXISTING BUILDING CODE WITH AMENDMENTS

2015 INTERNATIONAL FIRE CODE WITH AMENDMENTS

2021 INTERNATIONAL PLUMBING CODE WITH AMENDMENTS

2015 INTERNATIONAL MECHANICAL CODE WITH AMENDMENTS

2021 INTERNATIONAL ENERGY CONSERVATION CODE WITH AMENDMENTS

2015 NFPA 101 LIFE SAFETY CODE

2014 NATIONAL ELECTRICAL CODE WITH AMENDMENTS

2012 TEXAS ACCESSIBILITY STANDARDS (TAS/TDLR)

BURNET, TEXAS

PROJECT GENERAL NOTES

LIFE SAFETY LEGEND:

OCCUPANCY LOAD

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

LIFE SAFTY PLAN - FIRST FLOOR

OCCUPANCY TYPE AREA OCCUPANT LOAD FACTOR OCCUPANCY

01 FIRST FLOOR

BUSINESS 1,940 SF 100 SF 20

02 SECOND FLOOR

BUSINESS 1,935 SF 100 SF 20

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

LIFE SAFETY PLAN - SECOND FLOOR

FLOOR CLASSIFICATION

OCCUPANCY

LOAD

WATER CLOSETS LAVATORIES DRINKING

FOUNTAINS

SERVICE

SINKSMEN WOMEN MEN WOMEN

1ST FLOOR BUSINESS 20 .4 .4 .25 .25 .2 1

2ND FLOOR STORAGE 4 .02 .02 0.02 .02 0.004 0*

TOTAL 24 1 1 1 1 1** 1

REQUIRED PLUMBING FIXTURES

*Per IBC 2015 Table 1004.1.2 and IPC 2015 Table 403.1

**SEEKING ALTERNATE COMPLIANCE METHOD OF: TENANT STAFF TO UTILIZE EXISTING DRINKING

FOUNTAINS IN CURRENT ANNEX OFFICE (WITHIN 500 FEET PER 2015 IPC) AND OWNER TO PROVIDE

BOTTLED WATER TO THE PUBLIC. SEE LETTER EXHIBIT.

# DATE ISSUE

1 8/11/2025 2ND FLOOR

LAYOUT

SERVER ROOM CEILING (CLG-03): 1 HR FIRE RATED, UL P522 ROOF - CEILING ASSEMBLY

SERVER ROOM FLOORING: 1 HR RATED, UL L521 FLOOR- CEILING ASSEMBLY

UP

DN

1/A-201

5/A-3015/A-301

2/A-3012/A-301

/A

-3

/A

-3

2/A-201

CONFERENCE

OFFICE 1

OPEN

WORKSPACE

1/A-3011/A-301

BREAKROOM

MENS

RESTROOM

ENTRY

HALL

UTILITY

UP

WORK

ROOM

NOT IN

SCOPE

NOT IN

SCOPE

A-401

REF.

H6

H6

CL

V.I.F.

9" 5' - 0" 2' - 9 3/4"

4' - 11"

2' - 9 3/4"

V.I.F.

4' - 11" V.I.F.

1' - 11 3/4"

/A

-3

/A

-3

AA01

+/- 25' - 4"

ALIGN

A-401

4' - 5 3/4" 5' - 5 1/2" 11' - 7 1/2" 3 1/2"

/4

/4

HVAC

WOMENS

RESTROOM

22' - 5 1/4" V.I.F.

C L C L

C L C L

/2

/2

/2

/2

22' - 5 1/4"

11' - 1 1/2" 3' - 0" 11' - 2"

V .I.

F.

1"

V .I.

F.

4 5

4' - 2 1/4"

127MECH.

A6-1F

A3-1F

A6-1F

A6-1F A6-1F

A6-1F

H6

H6

A6

A-5125

10 1011

DATA

RACK

WK

A-402

L3-S

ELVORON CPL

STYLE 1

42X60 CAB SIZE

H3-S

J6

INITIAL DESIGN INTENT TO

MATCH ADJACENT

BUILDING STAIR DESIGN.

NEW EGRESS STAIR DESIGN

TO BE FINALIZED.

1' - 8 1/4" 1' - 8 1/4"

/2

2' - 7 1/2"

11' - 7 1/2"

2' - 11 3/4"

1' - 0"

2' - 8 7/8"

6' - 3 3/4"

/2

V .I.

F.

/2

/8

/8

8' - 8 3/8" 6' - 11 3/4" 8' - 8 1/4"

21' - 6 3/4"

16' - 3 1/4"

H3-S

3 1/2" P

R

IN

T E R

S

OFFICE 2

C L C L

C L C L

C L C L

C L C L

C L

/2

/2

/2

ELEV.

SHAFT

A-631

1' - 4"

C

LE

A R

A3

1/A-202

2/A-202

1/A-201

5/A-3015/A-301

2/A-3012/A-301

/A

-3

/A

-3

2/A-201

1/A-3011/A-301

DN

NOT IN

SCOPE

NOT IN

SCOPE

/A

-3

/A

-3

D C C

3' - 3" 12' - 6" 3' - 3"

2' - 9" 3' - 0" 4' - 5 3/4" 3' - 0" 4' - 11 1/4"

3' - 0"

2' - 9"

/A

-2

E X

T . F

IN

IS

H T

O A

LI

G

N W

IT

H

A D

J.

A

N N

E X

F A

C A

D E

10 1010

STORAGE

WOMEN'S

RESTROOM

MEN'S

RESTROOM

ELEV. &

MECH. RM.

4' - 0 1/2"

/2

/2

8' - 6 3/8"

CL

2 3/4"

V.I.F.

23' - 11" 6 1/8"

A6-1F

A6-1F

A6-1F

A6-1F

WK

A-402

INITIAL DESIGN INTENT TO

MATCH ADJACENT

BUILDING STAIR DESIGN.

NEW EGRESS STAIR DESIGN

TO BE FINALIZED.

21' - 5"

1' - 2 3/4"1' - 2 1/4"

/2

+/- 6" 21' - 3 3/4" +/- 6"

2 1/2" 22' - 0" 2 3/4"

ELEV.

SHAFT

8' - 7 1/2" 13' - 4 1/2"

BREAKROOM

LAB

SERVER

ROOM

OFFICE

GREG'S

OFFICE

MEETING

ROOM

CLEAR

4' - 5 1/4"

/2

8' - 6"

12' - 8 3/8"

CLEAR

6' - 0"

C L

C L

/2

FLEX OFFICE

OPEN

WORKSPACE

HALL

8 12

6' - 11" 8' - 3 1/2"

4' - 5 1/2"

A3-1F

A3-S

A3-S

A3-S

A6A3-S

A6-S

A3-S

A6-S

10' - 0"

12' - 0"

CLEAR

4' - 9"

OFFICE

A3-S

A3-S

A3-S

A3-1F

8' - 11"

1/A-202

2/A-202

Project Number:

C

O N

G R

E S S A

V E N

U E

S U

IT

E

A U

S T

IN

T X

(5

-9

W W

W .L

E V

Y D

Y K

E M

A .C

O M

PROJECT

NORTH

TRUE

NORTH

© 2024 LEVY DYKEMA

B U

R N

E T

C O

U N

T Y

A N

N E X

A-101

ARCHITECTURAL

FLOOR PLANS

LD10-23055

E

A S

T J

A C

K S

O N

S T

R E E T

B

U R

N E T

T X

8/11/2025

1 REFER TO SHEET A-602 FOR INTERIOR PARTITON TYPES.

2 REFER TO SHEET A-611 FOR DOOR SCHEDULE

3 REFER TO SHEET A-631 FOR WINDOW SCHEDULE

4 REFER TO SHEET G-601 FOR FINISH SCHEDULE.

5 REF. MEP FOR ITEMS REQUIRED BUT NOT SHOWN ON ARCHITECTURAL DRAWINGS. PROVIDE

LOCKABLE ACCESS PANELS AT ALL LOCATIONS INDICATED AS NEEDING ACCESS ON MEP

DRAWINGS. PROVIDE NECESSARY BLOCKING, FRAMING, ETC. FOR ACCESS PANELS.

6 DO NOT CUT ANY STRUCTURAL ELEMENT IN A MANNER THAT WILL DIMINISH THEIR

LOAD-BEARING CAPACITY. NOTIFY STRUCTURAL ENGINEER AND DO NOT PROCEED WITH ANY

STRUCTURAL CUT WITHOUT THEIR WRITTEN APPROVAL,

7 EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR FACE OF STUD OR EDGE OF SLAB. ALL

EXISTING WALLS ARE DIMENSIONED TO FAC OF FINISH. VERIFY ALL EXISTING WALL AND

WINDOW DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

8 EXTERIOR WALLS (ABOVE GRADE) SHALL ACHIEVE A MINIMUM OF R-20 THERMAL ENVELOPE

INSULATION COMPONENT REQUIREMENTS (2015 IECC TABLE C402.1.3).

9 EXTERIOR OPENING DIMENSIONS ARE TO THE ROUGH OPENING.

10 INTERIOR PARTITIONS ARE DIMENSIONED TO THE FACE OF STUD AND DO NOT INCLUDE WALL

FINISHES.

11 INSTALL VERTICAL CONTROL JOINTS IN GYP. BD. WHERE WALL LENGTH EXCEEDS 30 FEET, AT

EACH SIDES OF OPENINGS THAT DO NOT TERMINATE AT A CEILING, AT OTHER LOCATIONS

INDICATED, AND IN ACCORDANCE WITH GA-216.

12 DOOR JAMBS TO BE 6" FROM ADJACENT WALL.

13 PROVIDE A MINIMUM OF 18" CLEAR FLOOR SPACE BETWEEN THE FACE OF THE STRIKE JAMB OF

DOORS ADJACENT TO PERPENDICULAR WALLS. THIS REQUIREMENT DOES NOT APPLY TO

NON-ACCESSIBLE TOILET STALLS.

14 FINISH FLOOR ELEVATIONS NOTED ARE TAKEN FROM THE TOP OF STRUCTURAL CONCRETE.

15 REF. FINISH PLANS FOR EXTENT OF SPECIAL FINISHES AND FLOOR FINISH PATTERNS.

16 PROVIDE APPROPRIATE FIRESTOPPING ASSEMBLIES AT ALL PENETRATIONS OF RATED WALL

AND FLOOR ASSEMBLIES.

17 PROVIDE FIRE RETARDANT BLOCKING IN WALL AS REQUIRED FOR WALL MOUNTED TOILET

FIXTURES, ACCESSORIES, CASEWORK / MILLWORK, SHELVING, EQUIPMENT AND SIGNAGE.

18 ALL WOOD BLOCKING CONCEALED WITHIN THE BUILDING CONSTRUCTION SHALL BE FIRE

RETARDANT.

19 PROVIDE AND INSTALL 8' HIGH FIRE-RETARDANT PLYWOOD ON ALL WALLS IN THE MDF, IDF, AND ELECTRICAL ROOMS, U.N.O.

GENERAL NOTES:

SHEET NOTES:

1 FURNITURE BY OWNER

2 NEW WOOD FRAMED CASED OPENING, SEE FINISH SCHEDULE

3 RESTORE MASONRY FACADE: REMOVE EXISTING PLASTER AND PAINT. TUCK POINT MASONRY

FOR STRUCTURAL INTEGRITY AS REQUIRED

4 WATER HEATER OVER MOP SINK, REF: PLUMBING

5 BOBRICK B-239 UTILITY SHELF WITH RAG HOOKS AND BROOM HOLDERS

6 SEMI-RECESSED FIRE EXTINGUISHER CABINET, JL INDUSTRIES AMBASSADOR 1017V10

7 ELECTRICAL PANEL, REF: ELECTRICAL

8 TV BY OWNER, CONFIRM LOCATION AND MOUNTING HEIGHT WITH OWNER AND ARCHITECT

BEFORE INSTALLATION

9 REFRIGERATOR BY OWNER

10 NEW WINDOWS, REF A-631

11 NEW FRONT DOOR AND WINDOWS, REF A-631

12 OFFSET OUTLETS TO PREVENT SOUND LEAKS

13 EXTEND ALL CONFERENCE ROOM WALLS TO UNDERSIDE OF FLOOR DECK ABOVE. WALLS MUST

REACH MINIMUM STC 50.

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

ARCHITECTURAL FLOOR PLAN - FIRST FLOOR

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

ARCHITECTURAL FLOOR PLAN - SECOND FLOOR

# DATE ISSUE

1 8/11/2025 2ND FLOOR

LAYOUT

LAY-IN ACT CLG.

L7 - EXTERIOR LIGHT

L3 - LED VANITY WALL SCONCE

L4 - LED WALL SCONCE

L2 - WALL-MOUNTED LINEAR STRIP LIGHT

L1 - 2x4 TROFFER LIGHT

L5 - 6" RECESSED CAN LIGHT

GYP BOARD CLG.

5/A-3015/A-301

2/A-3012/A-301

/A

-3

/A

-3

1/A-3011/A-301

CONFERENCE

OFFICE 1

OPEN

WORKSPACE

121ENTRY

HALL

UTILITY

NOT IN

SCOPE NOT IN

SCOPE

/A

-3

/A

-3

L7

L2

L3

6' - 3 1/4"

A

A

B

B

C

C

L4

A-512

HVAC

MTL-02

PT-03

6' - 4 1/2"

5' - 3 1/8"

11' - 0 7/8"

/8

/8

11' - 0 7/8"

/4

/4

OFFICE 2

OFFICE 1

OFFICE 2

CONFERENCE

OPEN

WORKSPACE

ELEV.

SHAFT

BREAKROOM

WOMENS

RESTROOM

MENS

RESTROOM

WORK

ROOM

L1 L1 L1

L1 L1 L1

L1L1L1

L1 L1 L1

L1 L1

L1

L1 L1 L1

L1L1 L1

L1 L1 L1

L1 L1

CLG-02

9' - 6" A.F.F.

CLG-02

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

L1

L1

CPT-01

1 1

5/A-3015/A-301

2/A-3012/A-301

/A

-3

/A

-3

1/A-3011/A-301

NOT IN

SCOPE

/A

-3

/A

-3

22' - 5 1/4"

/2

A

A

B

B

C

C

7' - 9 1/4"

WOMEN'S

RESTROOM

MEN'S

RESTROOM

STORAGE

ELEV. &

MECH. RM.

6' - 0"

ELEV.

SHAFT

FLEX OFFICE

LAB

SERVER

ROOM

OFFICE

OFFICE

GREG'S

OFFICE

MEETING

ROOM

OPEN

WORKSPACE

ELEV. &

MECH. RM.

BREAKROOM

HALL

L1 L1

L1

L1

L1

L1

L1

L1

L1 L1

L1

L1L1

L1L1

L1L1

L1

L1

L1L1

L1 L1

L1

L1

CLG-03

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

CLG-01

9' - 6" A.F.F.

L5

L5

CLG-02

9' - 6" A.F.F. CLG-02

9' - 6" A.F.F.

1 HR FIRE RATED

CEILING ASSEMBLY

Project Number:

C

O N

G R

E S S A

V E N

U E

S U

IT

E

A U

S T

IN

T X

(5

-9

W W

W .L

E V

Y D

Y K

E M

A .C

O M

PROJECT

NORTH

TRUE

NORTH

© 2024 LEVY DYKEMA

B U

R N

E T

C O

U N

T Y

A N

N E X

A-111

REFLECTED CEILING

PLANS

LD10-23055

E

A S

T J

A C

K S

O N

S T

R E E T

B

U R

N E T

T X

8/11/2025

1 ARCHITECTURAL REFLECTED CEILING PLAN(S) AND ELECTRICAL PLAN(S) SHALL BE CONSIDERED

AS ONE. ANY DESCREPANCIES BETWEEN THE TWO DISCIPLINES SHALL BE PRICED / BID BASED

ON THE PLAN WITH THE HIGHEST QUANTITY AND / OR QUALITY.

2 PRIOR TO ROUGH-IN, CONTRACTOR TO COORDINATE WITH ARCHITECT SPECIFIC LOCATIONS

OF ALL WALL- AND CEILING-MOUNTED MECHANICAL, ELECTRICAL, PLUMBING, LIFE SAFETY,

SECURITY AND AUDIO VISUAL DEVICES.

3 REF. MEP FOR DESIGN OF THESE SYSTEMS (HVAC, CIRCUITING, LIGHTING, SPRINKLERS, ETC.)

4 VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, DUCTS, STRUCTURAL

ELEMENTS, AND OTHER APPLICABLE ITEMS. ARRANGE AND MODIFY NON-VIABLE ITEMS TO

ENSURE ADEQUATE CLEARANCE FOR CEILING LAYOUT AS SHOWN.

5 PROVIDE UNISTRUT METAL FRAMING SYSTEM AND CHAIN SECURED TO STEEL STRUCTURE AS

REQUIRED FOR CEILING MOUNTED LIGHTING, FIRE ALARM DEVICES AND EQUIPMENT IN AREAS

WHERE FINISHED CEILING IS EXPOSED (OPEN TO STRUCTURE).

6 CEILINGS AND OTHER SUSPENDED ITEMS SHALL BE ATTACHED TO STRUCTURE BY FULLY

EMBEDDED OR 'SHEAR' CONNECTION. PULL OUT CONNECTIONS ARE NOT ACCEPTABLE.

7 MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACT TO BALANCE BORDER WIDTHS

AT OPPOSITE SIDES OF THE ROOM. BORDER WIDTHS SHOULD BE >1/2 TILE, U.N.O.

8 ALL GYB. BD. CEILINGS SHALL BE 5/8" TYPE'X' GYPSUM BOARD ON SUSPENDED LIGHT-GAUGE

FRAMING PER THE SPECIFICATIONS.

9 REFER TO ELECTRICAL DRAWINGS FOR LIGHTING AND LIFE SAFETY EQUIPMENT

10 LIGHT FIXTURES AND DEVICES TO BE CENTERED AS INDICATED.

11 ALL LIGHT SWITCHES SHALL BE LOCATED 48" TO CENTERLINE ABOVE FINISH FLOOR AND BE

LOCATED 6" FROM STRIKE SIDE OF DOOR, U.N.O. COORDINATE WITH ELECTRICAL DRAWINGS.

12 ALL THERMOSTRATS SHALL BE LOCATED 48" TO CENTERLINE ABOVE FINISH FLOOR. QUANTITY

AND APPROXIMATE LOCATION OF THERMOSTATS SHALL BE DETERMINED BY MECHANICAL

ENGINEER. LOCATIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL

PRIOR TO INSTALLATION. WHERE LIGHT SWITHC AND THERMOSTATS ARE ADJACENT, INSTALL

BOTH ALIGNED HORIZONTALLY AT CENTERLINE. COORDINATE WITH MECHANICAL ENGINEER

13 FIRE SPRINKLER CONTRACTOR SHALL REFERENCE ALL DRAWINGS AND SPECIFICATIONS TO

DETERMINE PROPER COVERAGE AND SPRINKLER HEAD LAYOUT / DESIGN.

14 FINAL SPRINKLER HEAD LOCATIONS SHALL BE SET BY ENGINEER AND COORDINATED WITH

ARCHITECT. CENTER HEADS IN ACOUSTICAL TILE OR CEILING PANELS, U.N.O.

15 PROVIDE CONTINUOUS SOUND BATT INSULATION ABOVE ALL TOILET ROOM CEILINGS.

16 CEILING / SOFFIT HEIGHTS ARE NOTED ON THE REFLECTED CEILING PLANS. HEIGHTS ARE ABOVE

FINISH FLOOR.

17 REF. INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ABOUT CEILING HEIGHTS,

MATERIALS, AND SPECIAL CONDITIONS.

18 ALL GYP. BD. CEILINGS AND SOFFITS TO BE PT-01, U.N.O. REF. DETAILS FOR ADDITIONAL

INFORMATION.

19 EXPOSED (OPEN TO STRUCTURE) SURFACES TO BE PAINTED AS SCHEDULED.

GENERAL NOTES:

RCP LEGEND:

SHEET NOTES:

1 CENTER LIGHT IN CEILING

1 FURNITURE BY OWNER

3 NO CEILING. OPEN TO STRUCTURE ABOVE

4 PROVIDE BATT INSULATION ABOVE CEILING

5 INTERIOR WALL-TO-CEILING TRANSITION, REF: TRANSITION SCHEDULE

6 REF: MEP FOR DUCT RUNS, SIZING, AND REGISTER LOCATIONS

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

ARCHITECTURAL REFLECTED CEILING PLAN - FIRST FLOOR

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

ARCHITECTURAL REFLECTED CEILING PLAN - SECOND FLOOR

EXPANSION JOINTS AND INTERIOR TRANSITIONS

EXTERIOR

ROOF EXPANSION JOINT: INPRO 672 SERIES (G01) ROOF TO ROOF

WALL-TO-WALL 1200 SERIES FOAM SEAL

INTERIOR

WALL-TO-WALL INPRO 101 SERIES RECESS MOUNT A07

(A09 PER WALL TO CORNER CONDITION)

WALL-TO-CEILING INPRO 101 SERIES RECESS MOUNT A09

FLOOR-TO-FLOOR INPRO 105 SERIES SURFACE MOUNT A01

FLOOR-TO-WALL INPRO 105 SERIES SURFACE MOUNT A02

TRANSITIONS SCHEDULE

# DATE ISSUE

OPEN

WORKSPACE

ENTRY

HALL

OFFICE 1

CONFERENCE

WORK

ROOM

BREAKROOM

UTILITY

B: RB-01

F: CPT-01

PT-01

P T -0

PT-01

P T -0

P T -0

NOT IN

SCOPE

NOT IN

SCOPE

UP

A-431

ELEV.

SHAFT

WOMENS

RESTROOM

A

A

B

B

C

C

C O

N C

-0

C O

N C

-0

B: RB-01

F: CPT-01

B: RB-01 (NONE AT

EXISTING MAS. WALL)

F: CPT-01

B: RB-01

F: CPT-01

OFFICE 2

P T -0

MENS

RESTROOM

131F: CONC - 02F: CONC - 02

F: CONC - 01

NOT IN

SCOPE

NOT IN

SCOPE

ELEV.

SHAFT

A

A

B

B

C

C

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

B: RB-01

F: CPT-01

F: CONC - 02

F: CONC - 01

F: CONC - 02

OPEN

WORKSPACE

BREAKROOM

WOMEN'S

RESTROOM

MEN'S

RESTROOM

ELEV. &

MECH. RM.

STORAGE

FLEX OFFICE

LAB

SERVER

ROOM

OFFICE

OFFICE

MEETING

ROOM

GREG'S

OFFICE

W: XX-XX

B: XX-XX

F: XX-XX

GENERAL ROOM FINISHES:

WALL, BASE, FLOOR.

XX-XX

SPECIFIC WALL FINISH

X/X-X-XX

REFERENCE ELEVATION

FOR FINISH

CPT-01

CONC-01

FLOOR TRANSITION, RE: A-131

CONC-02

CARPET TO BE 1/8" HIGHER THAN

TRANSITION STRIP

TRANSITION STRIP, SCHLUTER

SCHIENE,

SATIN ANODIZED ALUMINUM

GROUT

THINSET MORTAR

CERAMIC TILE

FLOOR LEVELING COMPOUND,

EXTEND OUT 4'-0"

CARPET

TRANSITION STRIP, SCHLUTER

RENO RAMP K,

SATON ANODIZED ALUMINUM

CONCRETE

Project Number:

C

O N

G R

E S S A

V E N

U E

S U

IT

E

A U

S T

IN

T X

(5

-9

W W

W .L

E V

Y D

Y K

E M

A .C

O M

PROJECT

NORTH

TRUE

NORTH

© 2024 LEVY DYKEMA

B U

R N

E T

C O

U N

T Y

A N

N E X

A-131

FINISH PLANS

LD10-23055

E

A S

T J

A C

K S

O N

S T

R E E T

B

U R

N E T

T X

8/11/2025

1 INFORMATION SHOWN ON G-501 & G-502 GOVERNS OVER ANY INFORMATION SHOWN ON

THIS SHEET. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE

INFORMATION ON THIS SHEET AND THE INFORMATION SHOWN ON SHEET G-501 & G-502.

2 REF. ELEVATIONS FOR ADDITIONAL FINISH INFORMATION.

3 REF. FINISH SELECTIONS FOR MATERIALS AND FINISH DESIGNATIONS.

4 PREPARE SLAB AS REQUIRED PER FLOOR FINISH MANUFACTURER INSTRUCTIONS.

5 ALL WALLS AND COLUMNS TO BE PT-01, U.N.O.

6 BEGIN PAINTING FROM WALL EDGES AND CORNERS, U.N.O.

7 PROVIDE CLEAN TRANSITION IF PAINT ENDS AT OUTSIDE CORNER.

8 ALL FINISH FLOORS TO BE CPT-01, U.N.O.

9 CENTER FLOORING IN ROOM, U.N.O.

10 ALL MATERIAL CHANGES / TRANSITIONS TO OCCUR UNDER CENTERLINE OF DOOR, U.N.O.

11 DO NOT USE RUBBER TRANSITION STRIPS.

12 ALL SCHLUTER TRANSITION STRIPS TO BE ANODIZED ALUMINUM, U.N.O.

13 GROUT JOINTS ON FLOOR TO BE 1/8" WIDE, U.N.O. GROUT JOINTS ON WALL TILE TO BE 1/8"

WIDE, U.N.O. NOTIFY ARCHITECT IF MANUFACTURER'S RECOMMENDED INSTALLATION

INSTRUCTIONS DIFFER.

14 ALIGN GROUT JOINTS IN FLOOR TILE, WALL TILE AND TILE BASE, U.N.O.

15 PROVIDE CRACK ISOLATION MEMBRANE UNDER TILE AT ALL TILE FLOORING LOCATIONS ABOVE

GRADE. LATICRETE FRACTURE BAN SC OR ARCHITECT APPROVAL EQUAL.

16 PROVIDE ATTIC STOCK FOR EACH FLOORING MATERIAL AND PAINT COLOR.

17 ALL OUTLET AND LIGHT SWITCH COLORS TO BE STANDARD WHITE, U.N.O.

18 REF. DOOR & HARDWARE SCHEDULE FOR DOOR AND FRAME FINISHES.

19 ALL WALL BASE TO BE RB-01, U.N.O.

GENERAL NOTES:

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

FINISH PLAN - FIRST FLOOR

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

FINISH PLAN - SECOND FLOOR

LEGEND:

SCALE: 6" = 1'-0"

CARPET/ TILE

SCALE: 6" = 1'-0"

CARPET/ CONCRETE

# DATE ISSUE

01 FIRST FLOOR

0"

02 SECOND FLOOR

12' - 8"

04 T.O. EXIST. PARAPET

26' - 6"

/A

-3

/A

-3

NOT IN

SCOPENOT IN

SCOPE

/A

-3

AA01

A B C

T.O. STEEL

23' - 8"

MTL-02

CONC-01

MAS-EXIST

MAS-EXIST

PT-03

A-201

B B

B

01 FIRST FLOOR

0"

02 SECOND FLOOR

12' - 8"

/A

-3

/A

-3

NOT IN

SCOPE

NOT IN

SCOPE

/A

-3

D

C C

26 56 00.01

ABC

C L

T.O. STEEL

23' - 8"

MAS-01

MTL-02

MTL-04

01 FIRST FLOOR

0"

01 FIRST FLOOR

0"

02 SECOND FLOOR

12' - 8"

02 SECOND FLOOR

12' - 8"

04 T.O. EXIST. PARAPET

26' - 6"

/A

-3

/A

-3

/A

-3

/A

-3

/A

-3

/A

-3

1 2 4 5 6 7

CLCLCL

31' - 0" 30' - 0"

T.O. STEEL

23' - 8"

MAS-01 PT-02

MTL-01

MTL-03

6"

12"

3"

12"

MTL-04

(VERIFY SLOPE OF ADJ

AWNING IN FIELD)

PT-0X SEE FINISH SCHEDULE FOR PAINT SELECTIONS

MAS-01 LIMESTONE, REFER TO FINISH SCHEDULE

MTL-02 STANDING SEAM METAL ROOF, RE: ROOF PLAN

MTL-01 DOUBLE RIB METAL ROOF AWNING, RE: ROOF PLAN

MTL-03 METAL WALL PANEL

MTL-04 METAL COPING

RESTORE EXISTING MASONRY FACADE: REMOVE EXISTING PLASTER

MAS-EXIST AND PAINT, TUCK POINT MASONRY FOR STRUCTURAL INTEGRITY AS

REQUIRED

1"1"

/4

/4

Project Number:

C

O N

G R

E S S A

V E N

U E

S U

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IN

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-9

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© 2024 LEVY DYKEMA

B U

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A N

N E X

A-201

EXTERIOR

ELEVATIONS

LD10-23055

E

A S

T J

A C

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B

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8/11/2025

GENERAL NOTES:

KEYED NOTES:

26 56 00.01 EXTERIOR WALL MOUNTED LIGHT FIXTURE, RE: ELECTRICAL FOR FIXTURE TYPE

1 REFER TO SHEET A-6-11 FOR DOOR SCHEDULE.

2 REFER TO SHEET A-6-31 FOR STOREFRONT SCHEDULE.

3 REFER TO SHEET G-6-01 FOR FINISH SCHEDULE.

4 EXPOSED EXTERIOR STEEL TO BE PRIMED AND PAINTED AS SCHEDULED.

5 WHERE INDICATED ON DRAWINGS PROVIDE EXPANSION JOINTS AT THE FOLLOWING

LOCATIONS:

- AT SHELF ANGLES

- EVERY 30 FEET (MAXIMUM) ALONG WALLS

- AT OFFSETS IN WALLS

- AT INTERSECTIONS OF WALLS

- WHERE SHORT RUNS OF MASONRY INTERFACE WITH LONG RUNS OF MASONRY

- NEAR CORNERS (15 FEET MAXIMUM)

- AT COLUMNS

- AT FOUNDATIONS (BOND BREAK)

- AT FLOOR OR ROOF CONNECTION

- AT PARAPET WALLS

- WHERE MATERIALS WITH DIFFERENCE COEFFICIENTS OF THERMAL EXPANSION ARE JOINED

SHEET NOTES:

1 RESTORE BOTH SIDES OF MASONRY FACADE: REMOVE EXISTING PLASTER AND PAINT. TUCK

POINT MASONRY FOR STRUCTURAL INTEGRITY AS REQUIRED

2 RESTORED MASONRY LINTELS, SILLS AND CORNICES - REMOVE EXISTING PLASTER AND PAINT.

TUCK POINT MASONRY FOR STRUCTURAL INTEGRITY, AS REQUIRED

3 MATCH THE SPACING OF EXISTING BRACKET TO ADJACENT DOOR/WINDOW

4 DOUBLE RIB METAL ROOF [MTL-01] OVER STEEL TUBE AWNING BRACKETS WELDED TO BASE

PLATE ANCHORED TO STONE WALL, REF: STRUCTURAL. REFERENCE ADJACENT ANNEX BUILDING

FOR STEEL TUBE DIMENSION, PNT BLACK TO MATCH

5 EMSEAL 25V MASONRY CAVITY WALL EXPANSION JOINT, INSTALL PER MANUFACTURER'S

RECOMMENDATIONS

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

FRONT ELEVATION

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

REAR ELEVATION

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

PARTIAL ELEVATION

MATERIAL LEGEND:

SCALE: 1" = 1'-0"

CORNICE ELEVATION

# DATE ISSUE

PT-01

PT-01

PT-01

C L

RB-01

PT-01

CL

EQEQ

M O

U N

T

IN

G H

E

IG

H T

C L

PT-01

75" T.V.

RB-01

WD-01

PLENUM

OPEN TO

BEYOND

M A

X

PLAM-01

PLAM-01PLAM-01

PLAM-02

/A

-5

/A

-5

L4

B .O

. S U

P P

LY

G

R

IL

LE

WD-01

WD-01

4' - 0"

RB-01

PT-01

11' - 7 5/8"

RB-01

PLENUM PLENUM

L3

TA.5

TA.1

TA.2

TA.7

C L

M A

X . 5

TA.2

TA.3

TA.5

TA.1

PT-02

C L

TA.4

PT-02

TR-01

TL-02

TA.8

PT-02

TR-01

TL-02

L3

TA.5

TA.7

CL

EQ EQ

"5

OPEN TO

BEYOND

REF.

2" 1' - 6" 3' - 0" 3' - 0"

2" 1' - 6" 3' - 0" 3' - 0" 3' - 0"

/A

-5

/A

-5

/A

-5

/A

-5

PT-01

/A

-5

CL

1' - 6" 1' - 6"

10' - 8"

RB-01

PLAM-02PLAM-01 PLAM-01

PLENUM

Project Number:

C

O N

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E S S A

V E N

U E

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IN

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(5

-9

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© 2024 LEVY DYKEMA

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A N

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A-221

INTERIOR

ELEVATIONS

LD10-23055

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8/11/2025

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

CONFERENCE, OFFICES, AND OPEN WORKSPACES

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

CONFERENCE

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

CONFERENCE AND BREAKROOM

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

RESTROOM - NORTH ELEVATION

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

RESTROOM - EAST ELEVATION

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

RESTROOM - SOUTH ELEVATION

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

RESTROOM - WEST ELEVATION

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

BREAKROOM

1 REFER TO ACCESSIBILITY GUIDELINES G-501 AND G-502 FOR TOILET ACCESSORY MOUNTING

HEIGHTS AND CLEARANCES.

GENERAL NOTES:

1 SANITARY NAPKIN DISPOSAL ONLY IN WOMEN'S RESTROOM

2 DEMOLISH NOTCH IN EXISTING LIMESTONE WALL TO ALLOW FOR PASSAGE OF HVAC DUCTING

3 PROVIDE DUCT COLLAR TRIM FOR DUCT PENETRATIONS IN INTERIOR WALLS

SHEET NOTES:

# DATE ISSUE

02 SECOND FLOOR

12' - 8"

04 T.O. EXIST. PARAPET

26' - 6"

/A

-3

/A

-3

/A

-3

/A

-3

/A

-3

/A

-3

ENTRY

BREAKROOM

HALL

124567

T.O. STEEL

23' - 8"

FCU

A-511

01 FIRST FLOOR

0"

02 SECOND FLOOR

12' - 8"

04 T.O. EXIST. PARAPET

26' - 6"

/A

-3

/A

-3

CONFERENCE

V .I.

F.

A B C

T.O. STEEL

23' - 8"

1" / 12"

PT-02

A-511

/A

-5

A-511

A-511

OPEN

WORKSPACE

ELEV. &

MECH. RM.

HALL

WORK

ROOM

01 FIRST FLOOR

0"

02 SECOND FLOOR

12' - 8"

04 T.O. EXIST. PARAPET

26' - 6"

/A

-3

/A

-3

NOT IN

SCOPE

NOT IN

SCOPE

ELEV.

SHAFT

ELEV.

SHAFT

C

D

A B C

1" / 12"

T.O. STEEL

23' - 8"

BREAKROOM

PT-02

BREAKROOM

01 FIRST FLOOR

0"

02 SECOND FLOOR

12' - 8"

04 T.O. EXIST. PARAPET

26' - 6"

/A

-3

/A

-3

HALL

NOT IN

SCOPE

NOT IN

SCOPE

V .I.

F.

A B C

T.O. STEEL

23' - 8"

OPEN

WORKSPACE

1" / 12"

PT-02

A-512

/2

SERVER

ROOM

Project Number:

C

O N

G R

E S S A

V E N

U E

S U

IT

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IN

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(5

-9

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© 2024 LEVY DYKEMA

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A N

N E X

A-301

BUILDING SECTIONS

LD10-23055

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8/11/2025

SHEET NOTES:

1 PRE-ENGINEERED ROOF TRUSS, REF: STRUCTURAL FOR MEMBER SIZING, SPACING, AND

LOCATION OF MECHANICAL UNIT CHASES

2 MECHANICAL DUCTING AND EQUIPMENT COORDINATE TRUSS OPENING REF: STRUCTURAL

AND HVAC

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

LONGITUDINAL SECTION AT HALL

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

CROSS SECTION AT CONFERENCE ROOM

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

CROSS SECTION AT BREAKROOM

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

CROSS SECTION AT STAIR LANDING

# DATE ISSUE

02 SECOND FLOOR

12' - 8"

04 T.O. EXIST. PARAPET

26' - 6"

A-511

A-511

A-511

A-511

T.O. STEEL

23' - 8"

DESIGN INTENT TO MATCH ADJACENT

BUILDING STAIR DESIGN. FINAL DESIGN &

ENGINEERING BY STAIR MANUFACTURER

01 FIRST FLOOR

0"

02 SECOND FLOOR

12' - 8"

04 T.O. EXIST. PARAPET

26' - 6"

A-511

A-511

A-511

T.O. STEEL

23' - 8"

A-511

Sim

3"

12"VERIFY AWNING SLOPES

WITH EXISTING ADJACENT

AWNING

Project Number:

C

O N

G R

E S S A

V E N

U E

S U

IT

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A U

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IN

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-9

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© 2024 LEVY DYKEMA

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A N

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A-311

WALL SECTIONS

LD10-23055

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8/11/2025

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

SECTION B

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

SECTION A

# DATE ISSUE

2/A-3012/A-301

/A

-3

/A

-3

/A

-3

FD

TA.5

TA.1

TA.7

TA.2

TA.3

A6-1F

8' - 11 7/8"

CL

11 3/4"

A-221

8 6

H3-S

TA.8

A-221

CL

1' - 5 1/4"

FD

1" 9' - 1 7/8" 6' - 8 1/8"

H3-S

J6

A6

H3-S

BREAKROOM

WOMENS

RESTROOM

MENS

RESTROOM

2' - 11 1/8" 2' - 9" 1' - 0"

A-221 86

5 TA.8

TA.5

TA.1

TA.2

TA.4

TA.3

A B C

7' - 8"

A-511 ø 5' - 0"

O.H.

FUTURE

ELEVATOR SHAFT

A-512

CL

2' - 2 5/8"

CL

2' - 2 1/4"

9 9 1110

UP

4' - 2 1/4"

/2

HALL

UTILITY

/2

/2

A B

4' - 9 1/2"

A-512

A-5125

TA.9

HVAC

4 5

3' - 7 1/2"

4' - 0 3/8"

Project Number:

C

O N

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V E N

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PROJECT

NORTH

TRUE

NORTH

© 2024 LEVY DYKEMA

B U

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C O

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A N

N E X

A-401

ENLARGED PLANS

LD10-23055

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B

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8/11/2025

GENERAL NOTES:

TOILET ACCESSORIES KEY:

MARK DESCRIPTION MANUFACTURER MODEL COMMENTS

TA.1 36" STRAIGHT GRAB BAR BOBRICK B-6806X36

TA.2 42" STRAIGHT GRAB BAR BOBRICK B-6806X42

TA.3 TOILET TISSUE DISPENSER BOBRICK B-2840

TA.4 SANITARY NAPKIN DISPOSAL BOBRICK B-270

TA.5 WALL-MOUNTED SOAP

DISPENSER

BOBRICK B-2012

TA.6 24" X 36" MIRROR KOHLER K-31364 ESSENTIAL COLLECTION

TA.7 RECESSED PAPER TOWEL

DISPENSER/ WASTE

RECEPTACLE

BOBRICK B-36903

TA.8 SURFACE-MOUNTED COAT

HOOK

BOBRICK B-9542

TA.9 SHELF WITH MOP AND

BROOM HOLDERS AND

HOOKS

BOBRICK B-239 X 34

1 REFER TO SHEET A-602 FOR INTERIOR PARTITON TYPES.

2 REFER TO SHEET A-611 FOR DOOR SCHEDULE

3 REFER TO SHEET A-631 FOR WINDOW SCHEDULE

4 REFER TO SHEET G-601 FOR FINISH SCHEDULE.

5 REF. MEP FOR ITEMS REQUIRED BUT NOT SHOWN ON ARCHITECTURAL DRAWINGS. PROVIDE

LOCKABLE ACCESS PANELS AT ALL LOCATIONS INDICATED AS NEEDING ACCESS ON MEP

DRAWINGS. PROVIDE NECESSARY BLOCKING, FRAMING, ETC. FOR ACCESS PANELS.

6 DO NOT CUT ANY STRUCTURAL ELEMENT IN A MANNER THAT WILL DIMINISH THEIR

LOAD-BEARING CAPACITY. NOTIFY STRUCTURAL ENGINEER AND DO NOT PROCEED WITH ANY

STRUCTURAL CUT WITHOUT THEIR WRITTEN APPROVAL,

7 EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR FACE OF STUD OR EDGE OF SLAB. ALL

EXISTING WALLS ARE DIMENSIONED TO FAC OF FINISH. VERIFY ALL EXISTING WALL AND

WINDOW DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

8 EXTERIOR WALLS (ABOVE GRADE) SHALL ACHIEVE A MINIMUM OF R-20 THERMAL ENVELOPE

INSULATION COMPONENT REQUIREMENTS (2015 IECC TABLE C402.1.3).

9 EXTERIOR OPENING DIMENSIONS ARE TO THE ROUGH OPENING.

10 INTERIOR PARTITIONS ARE DIMENSIONED TO THE FACE OF STUD AND DO NOT INCLUDE WALL

FINISHES.

11 INSTALL VERTICAL CONTROL JOINTS IN GYP. BD. WHERE WALL LENGTH EXCEEDS 30 FEET, AT

EACH SIDES OF OPENINGS THAT DO NOT TERMINATE AT A CEILING, AT OTHER LOCATIONS

INDICATED, AND IN ACCORDANCE WITH GA-216.

12 DOOR JAMBS TO BE 6" FROM ADJACENT WALL.

13 PROVIDE A MINIMUM OF 18" CLEAR FLOOR SPACE BETWEEN THE FACE OF THE STRIKE JAMB OF

DOORS ADJACENT TO PERPENDICULAR WALLS. THIS REQUIREMENT DOES NOT APPLY TO

NON-ACCESSIBLE TOILET STALLS.

14 FINISH FLOOR ELEVATIONS NOTED ARE TAKEN FROM THE TOP OF STRUCTURAL CONCRETE.

15 REF. FINISH PLANS FOR EXTENT OF SPECIAL FINISHES AND FLOOR FINISH PATTERNS.

16 PROVIDE APPROPRIATE FIRESTOPPING ASSEMBLIES AT ALL PENETRATIONS OF RATED WALL

AND FLOOR ASSEMBLIES.

17 PROVIDE FIRE RETARDANT BLOCKING IN WALL AS REQUIRED FOR WALL MOUNTED TOILET

FIXTURES, ACCESSORIES, CASEWORK / MILLWORK, SHELVING, EQUIPMENT AND SIGNAGE.

18 ALL WOOD BLOCKING CONCEALED WITHIN THE BUILDING CONSTRUCTION SHALL BE FIRE

RETARDANT.

19 PROVIDE AND INSTALL 8' HIGH FIRE-RETARDANT PLYWOOD ON ALL WALLS IN THE MDF, IDF, AND ELECTRICAL ROOMS, U.N.O.

SHEET NOTES:

1 INSTALL APPROPRIATE BUILDING CONTROL JOINT PER MANUFACTURER'S RECOMMENDATIONS

2 14" UPPER CABINETS

3 24" BASE CABINETS

4 WATER HEATER OVER MOP SINK, REF: PLUMBING

5 BOBRICK B-239 UTILITY SHELF WITH RAG HOOKS AND BROOM HOLDERS

6 SEMI-RECESSED FIRE EXTINGUISHER CABINET, JL INDUSTRIES AMBASSADOR 1017V10

7 ELECTRICAL PANEL, REF: ELECTRICAL

8 PROVIDE TEMPORARILY FRAMED OUT FLOOR OVER ELEVATOR PIT, FLUSH WITH FINISH FLOOR, FINISHED WITH LVT. REMOVED DURING INSTALLATION OF FUTURE ELEVATOR, REF: STRUCTURAL

9 INTERIOR FLOOR TRANSITION, REF: TRANSITION SCHEDULE

10 INTERIOR FLOOR-TO-WALL TRANSITION, REF: TRANSITION SCHEDULE

11 INTERIOR WALL-TO-WALL TRANSITION, REF: TRANSITION SCHEDULE

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

BREAKROOM & RESTROOMS - ENLARGED PLAN

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

ENLARGED STAIR PLAN

EXPANSION JOINTS AND INTERIOR TRANSITIONS

EXTERIOR

ROOF EXPANSION JOINT: INPRO 672 SERIES (G01) ROOF TO ROOF

WALL-TO-WALL 1200 SERIES FOAM SEAL

INTERIOR

WALL-TO-WALL INPRO 101 SERIES RECESS MOUNT A07

(A09 PER WALL TO CORNER CONDITION)

WALL-TO-CEILING INPRO 101 SERIES RECESS MOUNT A09

FLOOR-TO-FLOOR INPRO 105 SERIES SURFACE MOUNT A01

FLOOR-TO-WALL INPRO 105 SERIES SURFACE MOUNT A02

TRANSITIONS SCHEDULE

# DATE ISSUE

EXTERIOR INTERIOR

REF. STRUCT.

RUBBERIZED ASPHALT FLASHING

WEEP VENT

SHEET METAL FLASHING AND TRIM

CAVITY DRAINAGE MATERIAL

CONCRETE FOUNDATION, RE:

STRUCTURAL

BELOW-GRADE VAPOR BARRIER

GROUT SOLID WITH MORTAR

ADJUSTABLE MASONRY ANCHOR AT 16"

O.C. VERTICALLY; 32" O.C.

HORIZONTALLY

SELF-ADHERING WEATHERPROOF

MEMBRANE

SHEET METAL FLASHING AND TRIM

5/8" TYPE "X" GYPSUM WALLBOARD

ROOF TYPE A

SLOPE

PREFINISHED METAL COPING

FIRE-TREATED WOOD BLOCKING

FLUID-APPLIED WEATHER BARRIER

ADJUSTABLE MASONRY ANCHOR AT 16"

O.C. VERTICALLY; 32" O.C.

HORIZONTALLY

2X6 WOOD FRAMING @ 16" O.C, MAX.

R-19 BATT INSULATION

5/8" GLASS MAT SHEATHING

EXTRUDED POLYSTYRENE (XPS) RIGID

BOARD INSULATION (MIN. R-5 C.I.)

TPO BONDING ADHESIVE

SLOPE

METAL COMPOSITE WALL PANEL, RE:

EXTERIOR ELEVATIONS AND FINISH

SCHEDULE

R-25 C.I. RIGID INSULATION

EXTERIOR INTERIOR

1 1/4"

SELF-ADHERING WEATHERPROOF

MEMBRANE

SLOPE

BACKER ROD AND SEALANT BOTH SIDES

FIRE-TREATED WOOD SHIM

5/8" GLASS MAT SHEATHINGSELF-ADHERING WEATHERPROOF

MEMBRANE

FLUID-APPLIED WEATHER BARRIER

5/8" TYPE "X" GYPSUM WALLBOARD

EXTERIOR INTERIOR

CAVITY DRAINAGE MATERIAL

WEEP VENT

STEEL 'L' ANGLE PRIMED AND FINISHED

WITH PT-02, RE: STRUCTURAL

SELF-ADHERING WEATHERPROOF

MEMBRANE

BACKER ROD AND SEALANT BOTH SIDES

FIRE-TREATED WOOD SHIM

SELF-ADHERING WEATHERPROOF

MEMBRANE

FLASHING WEEP LEDGE WITH DRIP EDGE

SET IN CONTINUOUS BED OF SEALANT

5/8" TYPE "X" GYPSUM WALLBOARD

STEEL TUBE BRACKET WELDED

TO STEEL PLATE; COLOR AND

DIMENSIONS TO MATCH

EXISTING ANNEX BUILDING

AWNING

LOW HSS WELDED TO

SQUARE METAL PLATE REF:

STRUCTURAL FOR SIZE AND

ATTACHMENT DETAILS

SHEET METAL ROOFING

COUNTERFLASHING REGLET

WITH BEAD OF SEALANT,

WITH RECEIVER

PREFINISHED ROOF TO WALL FLASHING

WALL PANEL CLIP

REMOVABLE SHEET METAL

COUNTERFLASHING

02 SECOND FLOOR

12' - 8"

INTERIOR

FIXED WINDOW

SELF-ADHERING WEATHERPROOF

MEMBRANE

5/8" GLASS MAT SHEATHING

FLUID-APPLIED WEATHER BARRIER

1/2" RIGID INSULATION

1/2" PLYWOOD

PREFINISHED METAL ADHERED TO PLYWOOD

/4

3/4"

SELF-ADHERING WEATHERPROOF

MEMBRANE

WOOD SILL TO MATCH

WINDOW SYSTEM

BED OF SEALANT

PT WOOD BLOCKING, SLOPED TO DRAIN

2X6 WOOD FRAMING

5/8" TYPE "X" GYPSUM WALLBOARD

R-19 BATT INSULATION

BED OF SEALANT WITH WEEPS

PREFINISHED METAL FLASHING

BASE AS SCHEDULED

STANDING SEAM ROOF

REMOVABLE SHEET METAL

COUNTERFLASHING

CLEAT

PANEL CLIP

PREFINISHED METAL RECEIVER

EXTERIOR INTERIOR

EXISTING MASONRY

WALL TO REMAIN

SILANE/SILOXANE

PENETRATING SEALER

BACKER ROD

SHIM AS REQUIRED PER MFR.

RECOMMENDATIONS

BEAD OF JOINT SEALANT PER

MFR. RECOMMENDATIONS

04 T.O. EXIST. PARAPET

26' - 6"

1"1"1"

REFER TO STRUCTURAL FOR

BRACE FRAME ATTACHMENT TO

ROOF DETAILS, SEAL ALL

PENETRATIONS

GLASS-FIBER-REINFORCED CONCRETE

FRIEZE, ANCHOR TO STUD BACKUP

WALL AND SEAL PENETRATIONS WITH

COMPATIBLE SEALANT PER

MANUFACTURER RECOMMENDATIONS

TERMINATE HEMMED EDGE

FLASHING AT FACE OF WALL,

INSTALL BEAD OF SEALANT

BELOW

REFER TO STRUCTURAL FOR

FRAMING CONNECTION TO

EXISTING MASONRY WALL

R-25 C.I. RIGID INSULATION

COVER BOARD

5/8" PLYWOOD

2 3/4" ROD & 4 3/4" PINTLE

5/8" GYPSUM WALLBOARD

INPRO 1200 FOAM SEAL,

SILICONE CAULK COLOR TO

MATCH SEALANT

EXISTING LIMESTONE MASS

MASONRY WALL

NEW LIMESTONE WALL, REF:

MAS-01 IN FINISH SCHEDULE

WEATHER-RESISTIVE BARRIER

5/8" GYPSUM SHEATHING

FINISHES PER FINISH PLANS

A-131 AND A-431

5/8" EXTERIOR GRADE PLYWOOD

5/8" EXTERIOR GRADE PLYWOOD

6" X 6" RECTANGULAR GUTTER

REMOVE EXISTING TPO ROOF

OVER MASONRY WALL, PROVIDE

FIRE TREATED WOOD BLOCKING

WITH PREFINISHED METAL

COPING CAP

REF: STRUCTURAL FOR TRUSS

BLOCKING/BRACING

RIGID INSULATION INFILL

SYNTHETIC UNDERLAYMENT

(1) 1 3/4" X 16" LVL

PAINT LVL AND UNDERSIDE OF

SHEATHING, COLOR SELECTION TBD

5/8" QUIET ROCK

SEAL ALL CRACKS AND JOINTS

BETWEEN FRAMING AND GYP BD.

6" ROCKWOOL SAFE'N'SOUND

STONE WOOL INSULATION

2X2 BLOCKING

T&G DECKING

3/4" SUBFLOOR

1/4" CARPET UNDERLAYMENT

CARPET, REF: FINISH PLAN

C

OPEN CELL SPRAY FOAM BOTH

SIDES OF STRUCTURE

ACOUSTICAL SEALANT AT ALL

FLOOR TO WALL JOINTS

ACOUSTICAL SEALANT

ROUND TUBE STEEL BEYOND,

REF: STRUCTURAL

LIGHT GAUGE STEEL

ASSEMBLY, REF: PLANS FOR

INTERIOR PARTITION TYPES

WOOD STUD ASSEMBLY, REF: PLANS

ROCKWOOL BATT

INSULATION, REF: DETAIL

EXISTING MASONRY WALL

02 SECOND FLOOR

12' - 8"

/A

-3

/A

-3

Project Number:

C

O N

G R

E S S A

V E N

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A U

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IN

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© 2024 LEVY DYKEMA

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A-511

DETAILS

LD10-23055

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

LIMESTONE BASE AT FOUNDATION

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

NEW PARAPET AT ROOF

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

OPENING SILL AT NEW WALL

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

OPENING HEAD AT NEW WALL

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

AWNING CONNECTION AT EXISTING WALL

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

SILL AT EXISTING MASS MASONRY WALL

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

HEAD AT EXISTING MASS MASONRY WALL

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

DETAIL - ARCHITECTURAL CONCRETE AT PARAPET

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

PLAN DETAIL - EXPANSION JOINT AT WALL TRANSITION

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

DETAIL - NEW EAVE AT EXISTING WALL

SCALE: 3" = 1'-0"

SECTION DETAIL - FLOOR ASSEMBLY

SCALE: 3" = 1'-0"

SECTION DETAIL - ACOUSTIC TREATMENT AT STRUCTURAL BEAM

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

SECTION DETAIL - CONFERENCE ROOM EXT WALL CEILING

# DATE ISSUE

PARTITION TYPE 'A'

BASE

FLOORING AS SCHEDULED

CEILING AS SCHEDULED

BASE AS SCHEDULED

5/8" TYPE "X" GYPSUM WALLBOARD

HEAD

CEILING

PLAN

LINE OF STRUCTURE

SEALANT

SEALANT

INCLUDE FIBERGLASS

BATT INSULATION

STUD/ MEMBER SIZE

MODIFIER

(#) = HOURS OF FIRE RATING

(S) = SOUND ISOLATION

PARTITION

PARTITION TYPE ABBREVIATION

PARTITION TYPE GRAPHIC

PARTITION TYPE

A3-1

A3-1

BASE

FLOORING AS SCHEDULED

CEILING AS SCHEDULED

BASE AS SCHEDULED

HEAD

CEILING

PLAN

LINE OF STRUCTURE

SEALANT

SEALANT

PARTITION TYPE 'H'

RESILIENT CHANNEL

RESILIENT CHANNEL,

INSTALL PER MFR. REC.

5/8" TYPE "X" GYPSUM WALLBOARD

CL

1"

EXTEND WALL TO

UNDERSIDE OF DECK

ABOVE.

LVL JOISTS, REF. STRUCTURAL

5/8" TYPE "X" GYPSUM

WALLBOARD (2 LAYERS)

BASE

FLOORING AS SCHEDULED

CEILING AS SCHEDULED

BASE AS SCHEDULED

HEAD

CEILING

PLAN

LINE OF STRUCTURE

SEALANT

SEALANT

PARTITION TYPE 'L'

RESILIENT CHANNEL

1/2" RESILIENT CHANNEL,

INSTALL PER MFR. REC.

3 5/8" STEEL STUD,

EQ20 16" O.C.5/8" TYPE "X" GYPSUM

WALLBOARD (2 LAYERS)

5/8" TYPE "X" GYPSUM

WALLBOARD (2 LAYERS)

1/2" RESILIENT CHANNEL,

INSTALL PER MFR. REC.

2X4 WOOD STUDS

16" O.C.

3 1/2" FIBERGLASS

INSULATION

5/8" TYPE "X" GYPSUM

WALLBOARD (2 LAYERS)

PARTITION TYPE 'J'

BASE

FLOORING AS SCHEDULED

CEILING AS SCHEDULED

BASE AS SCHEDULED

EXISTING WALL

OR STRUCTURE

HEAD

CEILING

PLAN

LINE OF STRUCTURE /

DECK ABOVE

SEALANT

AIR SPACE

BRACE EACH STUD

@ 4'-0" O.C. VERTICALLY

ACOUSTICAL SEALANT

OPEN-CELL SPRAY FOAM GAPS,

CRACKS AND RUBBLE IN

PARTIALLY DEMOLISHED

EXISTING MASONRY WALL.

5/8" TYPE "X" GYPSUM

WALLBOARD (2 LAYERS)

3 1/2" FIBERGLASS BATT

Project Number:

C

O N

G R

E S S A

V E N

U E

S U

IT

E

A U

S T

IN

T X

(5

-9

W W

W .L

E V

Y D

Y K

E M

A .C

O M

© 2024 LEVY DYKEMA

B U

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C O

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T Y

A N

N E X

A-602

INTERIOR

PARTITION TYPES

LD10-23055

E

A S

T J

A C

K S

O N

S T

R E E T

B

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8/11/2025

TYPE

STUD

SIZE

UL

ASSEMBLY FIRE RATING STC COMMENTS:

<varies> -- -- --

A3 3 5/8" -- -- --

A3-1F 3 1/2" U305 1 Hour Fire 34

A3-S 3 5/8" -- -- 45

A6 5 1/2" -- -- --

A6-1F 5 1/2" U305 1 Hour Fire 36

A6-S 6" -- -- 49

1 UNLESS NOTED OTHERWISE, ALL NEW INTERIOR PARTITIONS ARE TYPE 'A3'.

2 ALL GYPSUM BOARD IS 5/8" THICK, TYPE 'X'. USE WATER-RESISTANT GYPSUM BOARD AT ALL WET

LOCATIONS. USE CEMENT BACKER BOARD AT LOCATIONS SCHEDULED TO RECEIVE TILE OR OTHER

RIGID FINISHES.

3 CEILING HEIGHTS MAY VARY ON EITHER OR BOTH SIDES OF THE PARTITION. REFER TO PLANS, REFLECTED CEILING PLANS AND OR CEILING FINISH NOTES FOR CEILING HEIGHTS.

4 FLOOR TO FLOOR DIMENSIONS MAY VARY. REFER TO BUILDING SECTIONS, WALL SECTIONS, AND

OTHER CONSTRUCTION DOCUMENTS TO DETERMINE FLOOR TO FLOOR HEIGHTS.

5 PROVIDE VERTICAL CONTROL JOINTS IN ACCORDANCE WITH GA-216 IN ALL FULL HEIGHT GYPSUM

BOARD PARTITIONS.

6 UNLESS INDICATED OTHERWISE, ALL JOINTS SHALL BE TAPED AND FLOATED, INCLUDING FIRE

RATED PARTITIONS, NON RATED PARTITIONS, EXPOSED SURFACES, CONCEALED SURFACES AND

SURFACES ABOVE THE CEILING.

7 ALL STUDS ARE CONTINUOUS FROM SILL PLATE TO BOTTOM OF STRUCTURE ABOVE, UNLESS

INDICATED OTHERWISE. FILL ALL VOIDS BETWEEN THE TOP RUNNER TRACK AND THE BOTTOM OF

STRUCTURE WITH THE APPROPRIATE SEALANT OR FIRE STOPPING SYSTEM. WHERE THE DISTANCE

EXCEEDS AVAILABLE STUD LENGTHS, SUBMIT A PROPOSED SPLICE DETAIL FOR REVIEW AND

APPROVAL BEFORE INSTALLATION OF PARTITION.

8 EXTEND FURRING TO 6" ABOVE CEILING. BRACE TO STRUCTURE OR WALL AT TOP AND AT MID-SPAN

WHEN FURRING HEIGHT EXCEEDS 12'-0".

9 PARTITION TYPE REFERENCES ARE INDICATED ON THE FLOOR PLANS. WHERE AREAS THAT ARE

ENLARGED ELSEWHERE ARE REFERENCED, PARTITION TYPES ARE INDICATED ON THE ENLARGED

PLANS ONLY.

10 PARTITION TYPES DO NOT DETERMINE EXTERIOR WALL CONSTRUCTION. REFER TO WALL SECTIONS

FOR EXTERIOR WALL CONSTRUCTION.

11 DETAILED PARTITION TYPES ARE PROVIDED FOR GENERAL REFERENCE. ALL TYPES SHOWN ARE NOT

NECESSARILY USED ON THIS PROJECT. REFER TO FLOOR PLANS FOR ACTUAL PARTITION TYPES

USED.

12 WHERE ROOMS ARE SCHEDULED WITHOUT CEILINGS, PARTITIONS SHALL EXTEND TO STRUCTURE

ABOVE UNLESS NOTED OTHERWISE.

13 PENETRATIONS THROUGH PARTITIONS BY PIPES, CONDUIT, OR OTHER RIGID MEMBERS…