14-Addendum 1.pdf

Precinct 2 Cover

800 Gilmer Road, Longview Tx, 75604 1 7/8/2025

1522 Colony Circle, Longview, Texas 75604 Phone: 903-757-7202

ADDENDUM #1

Project: Precinct #2

Gregg County 800 Gilmer Road Renovation

800 Gilmer Road

Longview, Texas

Owner: Gregg County

101 E. Methvin

Longview, TX 75601

Issue Date:7/8/2025

Longview Tx, 75604 2 7/8/2025

DRAWINGS

T1.0 Project Cover Sheet

Added note about alternates and allowances

A2.2 Dimensioned Plan

Adjusted Reception Desk in Waiting Room 103

A2.3 Noted Plan

Adjusted Reception Desk in Waiting Room 103

Added TV to Entry 100 in corner with Electrical and Data Outlets @72” A.F.F.

A3.0 Exterior Elevations

Adjusted letters above drive thru canopy to allow for better visual appearance on plans that are easier to read.

A5.5 Reception Desk

Adjusted Dimensions on Reception desk

Longview Tx, 75604 3 7/8/2025

SPECIFICATIONS

TABLE OF CONTENTS

SECTION TITLE

DIVISION 1 - GENERAL REQUIRENTS

Section 01230 Alternates

DIVISION 12 – FURNISHINGS

Section 12491 Hoirzontal Louver Blinds - Manual

DIVISION 14 – CONVEYOR SYSTEMS

Section 14010 Vacuum Tube Systems

Longview Tx, 75604 4 7/8/2025

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01230 - ALTERNATES

1.1 DEFINITIONS

A. Alternate: An amount proposed by Contractor or Subcontractor for certain work that may be added to or deducted from the Base Bid amount if Owner decides to accept the corresponding change.

1.2 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation.

2.1 ALTERNATES Describe in detail here each Alternate – coordinate carefully with Drawings.

A. Alternate #1: ALT - FIBERON CONCORIDA, SYMMETRY COLLECTION - BURNT UMBER.

INSTALLED ON A METAL FENCE FRAME PER MANUFACTURER RECOMMENDATION FOR

FRAME SPACING. VERTICAL & HORIZONTAL. See exterior elevations

B. Alternate #2: Vacuum Tube System, see Division 14 Section 14010 For details

Longview Tx, 75604 5 7/8/2025

DIVISION 12 – HORIZONTAL LOUVERS

SECTION 12491 – HORIZONTAL LOUVER BLINDS - MANUAL

1.1 SCOPE

A. Furnish and install Horizontal Louver Blinds on all exterior windows - Manual

1.2 SUBMITTALS

A. Submit shop drawings indicating opening sizes, tolerances required, installation of blind at window opening, method of attachment, clearances, and operation.

B. Submit two samples illustrating slat materials and finish, color, and cord type and color.

1.3 WARRANTY

A. Lifetime Limited Warranty. Specific product warranties available from manufacturer or its authorized agent.

2.1 Product: Budget Blinds

A. Product: Signature Series Roller/Solar Shades

B. Color: TBD by Architect

C. Springs Simplicity 3% Steel Blade, continuous cord loop SL Spring Idle End, 98206

D. Mount: Inside Mount

E. Lift position: Right Lift

F. Valance Type: 4” fascia

2.2 FABRICATION

2.3 Blind measurements shall be accurate to within ± 1/8” or as recommended in writing by manufacturer.

2.4 FINISHES

A. Springs Simplicity 3% Steel Blade, continuous cord loop SL Spring Idle End, 98206

3.1 INSTALLATION

A. Installation shall comply with manufacturer’s specifications, standards and procedures as detailed on contract drawings.

B. Adequate clearance shall be provided to permit unencumbered operation of shade and hardware.

C. Clean finish installation of dirt and finger marks. Leave work area clean and free of debris.

3.2 DEMONSTRATION

A. Demonstrate operation method and instruct Owner’s personnel in the proper operation and maintenance of the blinds.

3.3 SCHEDULE

A. Provide in all exterior windows.

END OF SECTION 12491

Longview Tx, 75604 6 7/8/2025

DIVISION 14 – CONVEYING SYSTEMS

SECTION 14010 – Vacuum Tube System

1.1 SCOPE

A. Allow testing of existing tube system and equipment. Current system is functional however, dated.

1. If required to replace current system. Contact:

a. Convergint, 806.782.4253

b. Contact: Chris Rowton

c. OR equal to

2. Equipment:

a. Deal Drawer or equal to

(a) 400 DD with/without audio system

(b) E0794 Heater

(c) 300-9500 Install kit

b. American Vault Tube System or equal to.

(a) 700-1000-2

(b) 702-9500

(c) 91-1500b

(d) 91509b

(e) 702-2100

(f) Tube system above soffit with vacuum

c. Refer to installer for any additional equipment/parts necessary to replace existing vacuum tube system.

B. If parts and equipment need to be replaced, verify with electrical/mechanical contractor for equipment requirements

1.2 SUBMITTALS

A. Submittals shall be provided for all equipment, fixtures and other items indicated.

Product data shall be from published manufacturer’s data. Data shall include enough information so that the Engineer can verify compliance with codes, standards, and the contract documents. Submittal shall not contain data that is not relevant to the equipment being submitted. The data shall be highlighted by arrows, underlining, etc.

Broad, general data is not acceptable. Data shall be presented at one time, in a neatly bound and organized manner.

Longview Tx, 75604 7 7/8/2025

B. At the completion of the Project, a set of marked-up drawings, including DIMENSIONS and location of all underground piping shall be provided to the Owner.

1.3 OPERATING AND MAINTENANCE MANUALS AND INSTRUCTIONS

A. Operating and Maintenance Data includes printed information, such as manufacturer's installation instructions, manufacturer=s service manuals, manufacturer=s lubrication charts, standard wiring diagrams, and a parts list including the price of each item.

1.4 GUARANTEE & WARRANTY

A. The contractor shall fully guarantee the installation against defects in materials and workmanship which may occur under normal usage for a period of one year (1) after owner=s acceptance. Defects shall be promptly remedied at no cost to the owner. This guarantee is in addition to, and not a limit to, any other guarantees or warranties.

July 08, 2025 PAGE 1

ADDENDUM NUMBER 01

TO PLAN AND SPECIFICATIONS FOR

Gregg County - 800 Gilmer Rd. Precinct 2

EMA PROJECT NUMBER 1-292-1403-001

ENGINEER: EMA ENGINEER & CONSULTING

328 South Broadway Tyler, Texas 75702

This addendum forms a part of the Contract Documents and modifies the original Construction Documents dated 05/01/2025 as noted below. Careful note of this addendum shall be taken by all parties of interest so that proper allowance is made in all computations, estimates, and Contracts. This Addendum supersedes all previous Specifications and Instructions pertaining to these items. The Proposer shall acknowledge receipt of this Addendum in the space provided on the Proposal Form. Failure to do so may subject the Proposer to disqualification.

TECHNOLOGY

DRAWINGS

SHEET ET2.1 TECHNOLOGY FLOOR PLAN

A) Refer to full size sheet ET2.1 reissued in its entirety.

1) Added data drop in Entry 100.

2) Added display in Tim 128.

END OF ADDENDUM ITEMS

Z:\HLH DESIGN\GREGG COUNTY\1 292 1403 001 #800 GILMER RD PREC 2\8_ADDENDA 1 292 1403 001\ADDENDUM #1\ADDENDUM #1.docx

EMA REGISTRATION NO. F-893

07-08-2025

GRAPHIC SYMBOLS LEGEND

+100.0'

1t

101 W H

10' - 10" 10' - 10"

W H

1' - 0" 1' - 0"

Room name

/X X7.1

A101

X AX.X

X

A X

.X

X AX.X

X

A X

.X

DETAIL NO.

SHEET NO.

A101

SIM

A101

SIM

DOOR NUMBER

WINDOW MARK

ROOM NAME & NUMBER

WALL TYPE

EXISTING / NEW POINT

GRADE ELEVATION

FACE DIMENSION

HORIZONTALLY

CENTERLINE DIMENSION

OR

OR

+100.0'

4' - 0"

4' - 0"

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

BUILDING OR WALL SECTION

DETAIL REFERENCE

DS

WH

FD

F.E.C.

BRICK - ELEVATION

BRICK - PLAN

STONE

STONE - PLAN

NICHIHA

CONCRETE

EARTH

E.I.F.S.

FINISH WOOD

FRAMING LUMBER BLOCKING

FRAMING LUMBER CONTINUOUS

GYPSUM WALL BOARD

GYPSUM SHEATHING

INSULATION BATT

INSULATION RIGID

PLYWOOD

MDF BOARD

SAND

STEEL

EXISTING TO BE REMOVED

EXISTING WALL TO REMAIN

NEW WALL

NO WORK IN THIS AREA

CONCRETE SIDEWALK

GAS OUTLET

RECESSED FIRE EXT. CABINET

GROMMETS IN CASEWORK

RE: FINISH PLAN

WALL HYDRANT

EXISTING CORNER GUARD

NEW CORNER GUARD

DOWN SPOUT

GYP. BD. CONTROL JOINT

MASONRY CONTROL JOINT

FLOOR DRAIN

MATERIALS AND SYMBOLS LEGEND

CJ

CJ

NCG

ECG

G

THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS, SITE CONDITIONS AND APPLICABLE CODES WHICH APPLY TO THIS PROJECT.

THESE PLANS ARE FOR THIS ORIGINAL PROJECT ONLY, ARE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR ANY

OTHER CONSTRUCTION.

THESE PLANS ARE COPYRIGHTED AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. ALL

RIGHTS RESERVED. COPYRIGHT © 2025 HLH DESIGN BUILD, INC.

DISCLAIMER

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

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A D

D R

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S

BY:

DATE:

c COPYRIGHT

T1.0

PROJECT COVER

SHEET

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GREGG COUNTY PRECINCT 2

GREGG COUNTY

800 GILMER RD

LONGVIEW, TX.

[P E

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IT

S

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PERMIT SET (5/6/2025)

INDEX OF DRAWINGS

VICINITY MAP / LOCATION

DESIGN TEAM

OWNERS INFORMATION

PROJECT ARCHITECT

HLH DESIGN BUILD, INC.

1105 JUDSON ROAD

LONGVIEW, TX 75601

PHONE: 903-757-7202

CIVIL ENGINEER

HAYES ENGINEERING

STAN HAYES

2126 ALPINE RD

LONGVIEW, TX. 75601

PHONE: (903)758-2010

EMAIL: RUSS@HAYESENGINEERING.COM

STRUCTURAL ENGINEER

ARUN KORTIKERE

414 E LOOP 281, SUITE 2

LONGVIEW, TX. 75604

PHONE: (903) 236-3321

EMAIL: AKORTIKERE@GMAIL.COM

MEP ENGINEER

EMA ENGINEER & CONSULTING, INC.

VINCENT LATOUR

328 S BROADWAY AVE.

TYLER, TX. 75702

PHONE: (903) 581-2677

EMAIL: VLATOUR@EMAENGINEER.COM

COMPANY NAME: GREGG COUNTY PRECINCT 2

CONTACT NAME: GREGG COUNTY

ADDRESS: 101 E. METHVIN

LONGVIEW TX. 75601

PHONE NUMBER: (903) 758-6181

PROJECT

LOCATION

Sheet Number Sheet Name

Issue Date

Current Revision

Current Revision

Date

TITLE

T1.0 PROJECT COVER SHEET 5/6/2025 3 7/8/2025

GENERAL

G0.1 PROJECT CODE SUMMARY 5/6/2025 2 6/23/2025

G1.0 A.D.A. COMPLIANCE 5/6/2025

G1.1 ENLARGED RESTROOM PLANS 5/6/2025

CIVIL

C1 CIVIL SITE PLAN 6/2/2025

C2 EXISTING DRAINAGE AREA MAP 6/2/2025

C3 PROPOSED DRAINAGE AREA MAP 6/2/2025

C4 DEMOLITION PLAN 6/2/2025

C5 UTILITY PLAN 6/2/2025

C6 PAVING PLAN 6/2/2025

C7 PAVEMENT MARKING PLAN 6/2/2025

C8 MISCELLANEOUS DETAILS 1 6/2/2025

C9 MISCELLANEOUS DETAILS 2 6/2/2025

C10 PEDESTRIAN FACILITIES CURB RAMPS 6/2/2025

C11 PEDESTRIAN FACILITIES CURB RAMPS 6/2/2025

C12 PEDESTRIAN FACILITIES CURB RAMPS 6/2/2025

C13 PEDESTRIAN FACILITIES CURB RAMPS 6/2/2025

C14 STORMWATER POLLUTION PREVENTION PLAN 6/2/2025

STRUCTURAL

S0.0 GENERAL & TYPICAL DTLS 5/2/2025

S0.1 GENERAL NOTES & TYPICAL DTLS. 5/2/2025

S1.0 FOUNDATION PLAN 5/2/2025

S1.1 FOUNDATION PLAN 5/2/2025

S1.2 FOUNDATION PLAN 5/2/2025

S2.0 COLUMN GRID 5/2/2025

S2.1 ROOF FRAMING PLAN 5/2/2025

S2.2 ROOF FRAMING PLAN 5/2/2025

S2.3 ROOF FRAMING PLAN 5/2/2025

S2.4 ROOF FRAMING PLAN 5/2/2025

S3.0 DRIVE THROUGH FRAMING PLAN 5/2/2025

S4.0 EXISTING BUILDING RTU SUPPORT 06/09/25

ARCHITECTURAL

A1.0 DEMO SITE DRAWING 5/6/2025

A1.1 ARCHITECTURAL SITE PLAN 5/6/2025

A1.2 SITE DETAILS 5/6/2025

A1.3 SITE DETAILS 5/6/2025

A1.4 SITE & RAMP DETAILS 5/6/2025

A1.5 SITE & STAIR DETAILS 5/6/2025

A1.6 SITE DETAIL - OUTDOOR FRONT AREA 5/6/2025

A2.0 AS BUILT/DEMOLITION PLAN 5/6/2025

A2.1 AS BUILT/DEMOLITION ROOF PLAN 5/6/2025

A2.2 DIMENSIONED PLAN 5/6/2025 3 7/8/2025

A2.3 NOTED PLAN 5/6/2025 3 7/8/2025

A2.4 ROOM FINISH FLOOR PLAN & SCHEDULES 5/6/2025

A3.0 EXTERIOR ELEVATIONS 5/6/2025 3 7/8/2025

A3.1 EXTERIOR ELEVATIONS 5/6/2025

A4.0 OVERALL BUILDING SECTIONS 5/6/2025

A4.1 BUILDING SECTION 5/6/2025

A4.2 BUILDING SECTION 5/6/2025

A4.3 WALL SECTIONS 5/6/2025

A4.4 WALL SECTIONS DETAILS 5/6/2025

A4.5 WALL SECTIONS DETAILS 5/6/2025

A5.0 INTERIOR ELEVATIONS 5/6/2025

A5.1 INTERIOR ELEVATIONS AND DETAILS 5/6/2025

A5.2 MILLWORK DETAILS 5/6/2025

A5.3 MILLWORK DETAILS 5/6/2025

Sheet Number Sheet Name

Issue Date

Current Revision

Current Revision

Date

A5.4 JUDGES BENCH 5/6/2025

A5.5 RECEPTION DESK 5/6/2025 3 7/8/2025

A6.0 DOOR & WINDOW ELEV. & SCHEDULES 5/6/2025

A6.1 WINDOWS & DETAILS 5/6/2025

A7.1 NEW REFLECTED CEILING PLAN 5/6/2025 1 6/9/2025

A8.0 ROOF PLAN 5/6/2025 1 6/9/2025

A8.1 ROOF PLAN DETAILS 5/6/2025

MECHANICAL

MD1.1 MECHANICAL DEMOLITION FLOOR PLAN 5/1/2025

MD1.6 MECHANICAL DEMOLITION ROOF PLAN 5/1/2025

MH1.1 MECHANICAL FLOOR PLAN 5/1/2025

MH6.1 MECHANICAL ROOF PLAN 5/1/2025

MH7.1 MECHANICAL DETAILS, NOTES, AND SYMBOLS 5/1/2025

MH7.2 MECHANICAL DETAILS 5/1/2025

MH7.3 MECHANICAL DETAILS 5/1/2025

MH8.1 MECHANICAL SCHEDULES 5/1/2025

ELECTRICAL

ED1.1 ELECTRICAL DEMOLITION FLOOR PLAN 5/1/2025

EP1.1 ELECTRICAL FLOOR PLAN 5/1/2025

EP6.1 ELECTRICAL ROOF PLAN 5/1/2025

EP7.1 ELECTRICAL DETAILS,SYMBOLS, & GENERAL

NOTES

5/1/2025

EP7.2 ELECTRICAL DETAILS 5/1/2025

EP7.3 ELECTRICAL DETAILS 5/1/2025

EP8.1 ELECTRICAL PANEL SCHEDULES 5/1/2025

EP9.1 RISER DIAGRAMS 5/1/2025

ES1.1 ELECTRICAL SITE PLAN 5/1/2025

ES1.2 PHOTOMETRIC SITE PLAN 5/1/2025

ELECTRICAL

EL1.1 LIGHTING FLOOR PLAN 5/1/2025

EL2.1 LIGHTING ENLARGED FLOOR PLANS 5/1/2025

EL7.1 LIGHTING DETAILS, SYMBOLS, & GENERAL

NOTES

5/1/2025

EL7.2 LIGHTING DETAILS 5/1/2025

EL7.3 LIGHTING CONTROL CHART 5/1/2025

EL8.1 LUMINAIRE SCHEDULE 5/1/2025

EL8.2 LUMINAIRE SCHEDULE 5/1/2025

EL9.1 COMCHECK 5/1/2025

PLUMBING

PD1.1 PLUMBING DEMOLITION FLOOR PLAN 5/1/2025

PL1.1 PLUMBING FLOOR PLAN 5/1/2025

PL6.1 PLUMBING ROOF PLAN 5/1/2025

PL7.1 PLUMBING SYMBOLS, DETAILS & GENERAL

NOTES

5/1/2025

PL7.2 PLUMBING DETAILS 5/1/2025

PL7.3 PLUMBING DETAILS 5/1/2025

PL8.1 PLUMBING SCHEDULE AND RISERS 5/1/2025

PS1.1 PLUMBING SITE PLAN 5/1/2025

TECHNOLOGY

ET2.1 TECHNOLOGY FLOOR PLAN 5/1/2025

ET7.1 TECHNOLOGY DETAILS & SYMBOLS 5/1/2025

ET7.2 TECHNOLOGY DETAILS & SYMBOLS 5/1/2025

W FAIRMONT ST

W FAIRMONT ST

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No. Description Date

1 CITY

COMMENTS

6/9/2025

3 ADD. 1 7/8/2025

6/6/2025

6/6/2025

6/6/2025

6/6/2025

6/6/2025

6/9/2025

1 6/6/2025

SEE SPEC BOOK FOR ALLOWANCES AND ALTERNATES

6/10/25

DN

DN

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TAX CLERKS

ELEC

ENTRY

WAITING

WORKROOM

CONFERENCE

BREAKROOM

JAN

MENS

COURT ROOM

OPEN OFFICE

TIM

SUPER OFF.

STRG

STRG

105 ROGER

JP WAITING

STRG

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IT

DRIVE THRU

W E

B D

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SAFE

D E

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S H

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S H

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SHRED

BOX

A4.0

A4.0

A4.0

A4.0

100B

100C

116A

118B 120A

120B

131130

121A

127B

123A

127A

128B

127C

128A

127D

RR

121B

L

L

118A

A

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B

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AA

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A4.3

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25 25

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2' - 2 1/8" 29' - 3 5/8" 23' - 3 3/8" 11' - 7 1/8" 9" 23' - 5 7/8" 13' - 8" 9' - 5 3/8"

/4

/4

/2

A4.1

A4.1

6" 2' - 10 1/4"

121C

A4.3

18" MIN

OVERHANG ABOVE

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J

116B I

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MIN

18"

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SF 6

100A

M

A4.1

A4.2

A4.2

P'

2' - 2 1/8" 8' - 7 3/8" 4' - 11" 10 1/4" 3"

2' - 1" 1' - 11 7/8"

19' - 2 1/4" 16' - 2 1/8" 10' - 1 1/4" 9" 5' - 8 1/4" 17' - 9 5/8" 23' - 1 3/8" 4"

8' - 2 1/8" 12' - 3 5/8" 2' - 7" 13' - 2"

20' - 3 1/4" 27' - 9 1/8" 12' - 11 5/8" 1' - 1 1/4"

7' - 5" 7'

0" 10 3/8"

5' - 8 1/4"

2' - 10 5/8"

6' - 10 1/2" 4' - 8 3/4" 3' - 5 1/2"

3' - 2 7/8"

5' - 1 1/2"

1' - 1 1/4" 12' - 7 3/4"5' - 4 7/8"15' - 5 1/4"8' - 6 7/8"5' - 7 5/8"13' - 3 5/8"4' - 9 5/8"9' - 3 5/8"6' - 3"6' - 10 7/8"9' - 5"16' - 1 1/4"

2' - 2 1/8"

6' - 3 3/8" 5' - 6 5/8"

9' - 2"12' - 1 7/8"10' - 10 5/8"12' - 3 1/8"6' - 1 3/4"

8' - 9 1/4"

5' - 5 1/4"8' - 8 1/2"4' - 7 1/4"5' - 4 7/8"7' - 6"

8' - 4 7/8"

4' - 4 5/8" 11' - 0 5/8" 18' - 0 5/8" 1' - 1 1/4"

4' - 0 7/8"

4' - 7 1/4" 9' - 4 1/2"

1' - 1 1/4"38' - 3 7/8"8' - 6 1/8"11' - 3 5/8"25' - 8 3/8"10' - 7 1/4"

6' - 11 1/4"

10 3/8"

2' - 2 1/8"

10' - 6 7/8" 15' - 1 1/2" 7' - 5 5/8"

3' - 10"

8' - 6 1/8" 5' - 1 5/8" 3' - 9 1/4" 29' - 5"

/4

/4

/2

/4

/4

/8

/4

/8

/8

/4

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/2

/8

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/8

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/8

/8

/8

/4

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/8

/8

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/8

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/8

MIN

3' - 0"

OUTDOOR

PORCH

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R .O

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R .O

/2

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9' - 7 1/8"4' - 0 3/4"14' - 3"9' - 2 7/8"

2'

1/

2" R .O

0"

2'

1/

2"

10' - 1 3/8" 9' - 0 7/8" 6' - 2 7/8" 9' - 11 1/4"

SF 3

SF 5

SF 4

SF 2

SF 1

3' - 10 1/2"8' - 3 3/4"EXISTINGEXISTING

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J

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A

A

A

B

D

A1

D

C

A

A

B

D

B

A

A

A A

A

A

A

A

A

A

A

A

B

B

OVERHANG ABOVE

OVERHANG

ABOVE

OVERHANG

ABOVE

A4.2

/2

/2

3' - 8"10' - 7 3/4"6' - 8 3/8"5 1/2"

J

/4

7 3/4" 12' - 0" 3' - 11 1/4" 3' - 11 1/4" 1' - 3 5/8"6' - 0"

3' - 6 1/2" 5' - 2"

MIN

12"

/4

5' - 9 1/8"

5' - 1 7/8"

EE

FF

6' - 8 1/2"

135°

/8

/8

A4.4

/4

/8

/4

VERIFY COMPRESSOR

SIZE REQUIREMENTS

J J

O -O

O F

B L

D G

/8

/8

/2

/4

/2

/4

/8

/8

/4

101' - 8 1/4" O-O BLDG

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

1' - 11 7/8"4' - 1 3/8" 12' - 3 5/8" 2' - 7"2 1/4" 12' - 11 5/8" 3' - 2 1/2" 10' - 1 1/4"

5 1/2"

17' - 4 1/8" 10' - 5 5/8" 12' - 7 5/8"

/2

2'

/4

0"

2'

/4

/8

/8

/8

/4

/2

/4

/8

O-O OF BLDG

115' - 11 7/8"

8' - 6 1/8"

3' - 1"

8' - 2 3/4"15' - 0 5/8"10' - 7 1/8"10' - 7 7/8"6' - 11 1/4"3' - 0 1/2" 3"

10 1/4" 38' - 0 3/4" 7 1/4" 9' - 4 1/2"

/2

F F

1. ALL WALLS ARE TYPE "A" UNLESS OTHERWISE NOTED. PARTITION TYPES CONTINUE

AROUND CORNERS UNLESS INDICATED OTHERWISE.

2. ALL INTERIOR METAL STUD GAUGE TO BE 18 GA., U.N.O.

3. FOR ALL EXTERIOR METAL STUD GAUGE TO BE PERFORMANCE SPEC PER STRUCTURAL.,

U.N.O.

4. ALL GYPSUM BOARD IN RATED ASSEMBLIES SHALL BE 5/8" TYPE-X, U.N.O.

5. ALL GYPSUM BOARD IN UNRATED ASSEMBLIES SHALL BE 5/8", U.N.O.

6. ALL GYPSUM BOARD IN BATH ROOMS @ WALLS W/ TOILETS & SINKS SHALL BE MOISTURE

RESISTANT.

7. PROVIDE ACOUSTICAL SEALANT BOTH SIDES OF METAL TRACK AT FLOOR BEFORE

INSTALLING GYPSUM BOARD (TYPICAL).

8. METAL STUD FRAMING - INSTALL WEB STIFFENERS AT 32" MAX SPACING VERTICAL WHERE

ONE SIDE OF FRAMING IS OTHERWISE UNBRACED.

9. ALL RATED WALLS SHALL EXTEND TO UNDER SIDE OF DECK ABOVE, & BE FIRE CAULKED.

10. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE PROTECTED W/ FIRE CAULK, PUTTY

PACKS OR COLLARS AS REQ'D. TO AFFORD SAME LEVEL OF RATING AS THE WALL IT

PENETRATES.

A1

3 5/8" 18GA METAL STUD @ 16" O.C. WITH 5/8 GYPSUM BOARD EACH SIDE,

SOUND BATT INSULATION (TYPICAL INTERIOR WALLS - UNLESS NOTED

OTHERWISE). FIRE RESISTANT PLYWOOD IN ELEC ROOM.

3 5/8" 18GA METAL STUD @ 16" O.C. WITH 5/8" GYPSUM BOARD EACH SIDE,

MOISTURE RESISTANT GYPSUM BOARD ON RESTROOM SIDE, SEE FINISH

SCHEDULE FOR RESTROOM FINISH, AND SOUND BATT INSULATION.

6" 18GA METAL STUD @ 16" O.C. WITH 5/8 GYPSUM BOARD EACH SIDE, SOUND

BATT INSULATION

6" 18GA METAL STUD PLUMBING WALL @ 16" O.C. WITH 5/8" GYPSUM BOARD

EACH SIDE, MOISTURE RESISTANT GYPSUM BOARD ON RESTROOM SIDE, SEE

FINISH SCHEDULE FOR RESTROOM FINISH, AND SOUND BATT INSULATION.

UNUSED

9'-6"

WALL TYPES WALL HEIGHT

A HT.

B HT.

C HT.

D HT.

E HT.

F HT.

H HT.

WALL TYPES WALL TYPE NOTES

(VERIFY EXISTING STUD WALL) REPLACE IF NEEDED, 1/2" EXTERIOR SHEATHING

AND NEW STONE.

6" METAL STUD EXTERIOR WALL @ 16" O.C. WITH 5/8" GYPSUM BOARD ON

INTERIOR AND 1/2" EXTERIOR SHEATHING, LIQUID ROLL ON RAIN SCREEN, 1 1/2"

RIGID INSULATION, AND EXTERIOR FINISH (SEE ELEVATIONS).

3 5/8" 18GA METAL STUD WALL @ 16" O.C. WITH METAL TUBE POST BOLTED TO

FLOOR TO HELP WITH RIGIDITY. 5/8" GYP. BD. EA. SIDE AND TOP OF WALL.

INSTALL BLOCKING ALONG WALL CAP FOR 3-FORM INSTALLATION OR GLASS

1 5/8" 18GA METAL STUD WALL WITH 5/8" GYP. BD. ON ONE SIDE ONLY FOR

COLUMN WRAP. SEE SECTION A5/4.5

I HT.

J HT.

NOTE: ALL WALLS TO DECK UNLESS OTHERWISE NOTED.

INSULATION NOTES

1. WHERE TWO DENOTED WALL TYPES COINCIDE, THE MOST STRINGENT OF BOTH WALL

CONSTRUCTION DEFINITIONS APPLIES TO THAT WALL (ie. FIRE CODE GYPSUM, BATT

INSULATION). WHERE A RATED CONSTRUCTION BEGINS/ TERMINATES AT AN EXISTING

COLUMN ENCLOSURE OR NEW FURRED, NON-RATED ENCLOSURE, THE HIGHER RATING

MUST BE PROVIDED. THE INTENT IS TO PROVIDE A COMPLETE ENVELOPE OF INTENDED

DESIGN RATINGS.

2. FIRE RESISTANT PLYWOOD SHE BALL INSTALLED BEHIND ELECTRICAL PANELS.

1. EXTERIOR WALL INSULATION

A. RIGID INSULATION 1 1/2" THICKNESS WITH R-7.5 MIN

B. CAVITY INSULATION SHALL BE R-19 MIN.

C. ROOF INSULATION SHALL BE R-28 WITH 5" MIN RIGID INSULATION

2. INTERIOR WALL INSULATION

A. INTERIOR WALL CAVITY INSULATION SHALL BE SOUND BATT INSULATION WITH R-11 MIN.

B. CEILING BATT INSULATION WITH A VALUE OF R-11 MIN.

NEW STUD WALL

BRICK VENEER

STONE

NICHIHA

RECESSED FIRE EXT. CABINET

GYP. BD. CONTROL JOINT

(20'-0" O.C. MAX)

MASONRY CONTROL JOINT

(20'-0" O.C. MAX)

FLOOR DRAINFD

F.E.C.

CJ

CJ

DIMENSIONED PLAN LEGEND

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

O

JE

C T:

O W

N E

R

A D

D R

E S

S

BY:

DATE:

c COPYRIGHT

A2.2

DIMENSIONED

PLAN

G R

E G

G C

O U

N T

Y

G R

E G

G C

O U

N T

Y P

R E

C

IN

C T

AKB

5/6/2025

G

IL

M

E R

R D

L O

N G

V

IE

W

T X

[P E

R M

IT

S

E T

GROSS AREA

Name Area

NEW 3921 SF

EXISTING 3489 SF

TOTAL SQFT. 7411 SF

N

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

DIMENSIONED FLOOR PLAN

No. Description Date

2 CITY

COMMENTS

6/23/2025

3 ADD. 1 7/8/2025

TAX CLERKS

ELEC

ENTRY

WAITING

WORKROOM

CONFERENCE

BREAKROOM

JAN

MENS

COURT ROOM

OPEN OFFICE

TIM

SUPER OFF.

S T

R G

STRG

ROGER

JP WAITING

STRG

HALL

IT

DRIVE THRU

WEB DEAL

SUPER OFF.

MICHELLE

REF REFICE

COPY

C O

P Y

T A

X

IT

E

Q P

STRG

/ 1A3.1

/ 2A3.1

A .0

A .0

STRG

UNISEX

WMNS

RAY

SERVICE AREA

EXIT

ENTRY

JUDGE BENCH

EXTERIOR SEATING

S A

F E

(5

S H

E L V

E S

S H

R E

D

B O

X

BOTTLE

FILLER

COMP.

A4.0

A4.0

A4.0

A4.0

RR

A .0

A .1

/ 2A5.0

/ 7A5.0

/ 3A5.0

/ 4A5.0

/ 5A5.0

A .1

A .1

100B

116A 100C

118B 120A

121A

120B

128A

123A 128B

127C

127D

127B

A .0

STRG

EXISTING ELECTRICAL

COMING INTO BUILDING

FROM FOUNDATION

B B

BB BB

BB

BB

BB

BBBABAB

127A

A .0

A .1

G1.1

G1.1

G1.1

A4.3

FUTURE 'J' BOX FOR TV

@ 60" A.F.F.

TV

A .1

A .1

+38"

+30"

+30" C

C

+30" +30" +30"

COPY

S H

R E

D

METAL

FILE BOX FILE #9

DESK

TYPE/SCALE

TABLE

24X36

18X48 1 2 3

7 6

SHELF UNIT

CABINET

TV

(5) 15" DEEP SHELVES

A .1

A4.1

A .1

EXISTING VACUUM TUBE SYSTEM

ABOVE TO REMAIN, REPLACE

EQUIPMENT IF NEEDED

EXISTING

TRANSACTION

DRAWER TO

REMAIN

(5

S H

E L V

E S

/ 10A5.1

COPY

B

127E

118A

A4.1

A4.1

/ 3A5.5

/4 A5.5

A4.3

+36"+36"

FE CAB

+34"

+36"

UP

+42"

+54"

UP

+36" +36"

+34"ACCESS PANEL LARGE ENOUGH TO

SERVICE COMPRESSOR

FE CAB

+36"

(5

D E

E P

S

H E

L V

E S

(5) 24" DEEP SHELVES

FE CAB

+36"

NEW STONE COLUMN

SURROUND ON ALL CANOPY

COLUMNS

EXISTING BOLLARDS TO REMAIN, PAINT (DARK BRONZE)

121B

TV

+36"

FE CAB

3'X7' WINDOW CANOPY3'X7' WINDOW CANOPY

DN

TV

OVERHANG FROM ABOVE

OVERHANG FROM ABOVE

+36"

+36"

+36"

OVERHANG

FROM ABOVE

+42" STUD WALL

+60" 3 FORM

WALL ON TOP

OF STUD

WALL

(4) 24" DEEP SHELVES TV

TV

+30"

PONY WALL BELOW

18"X18" STONE

COLUMN BASE @ 36"

TALL WITH PAINTED

8X8 HSS SQUARE

COLUMN

OVERHANG FROM ABOVE

A3.

12"X12" STONE COLUMN BASE

@ 42" TALL WITH PAINTED

6X6 HSS SQUARE COLUMN

SF 3

SF 5

100A

SF 4

SF 2

SF 6

SF 7

SF 1

E E

F

G

G

/ 2A1.4

116B

121C

A5.4

/ 3A5.4

E

A .4

A5.5

A .5

A4.5

A4.5

A4.1

A4.2

A4.2

BRICK FINISH WRAPS AROUND

PORCH, FINISH AT PORCH

HEIGHT

BRICK FINISH WRAPS AROUND

PORCH, FINISH AT PORCH

HEIGHT

BRICK FACADE FINISH

ON STAIRS

A4.2

ELEC ROOM SHALL HAVE FIRE

RESISTANT PLYWOOD BEHIND

ELEC. PANELS

D.S.

D.S.

D.S.

3'X7' WINDOW CANOPY

A4.4

3'X7' WINDOW CANOPY

CHECK COMP. REQUIREMENTS FOR

VENTILATION REQUIREMENTS

HANDRAIL ATTACHED TO

WALL @ 36" A.F.F.

ALT - FIBERON CONCORIDA, SYMMETRY COLLECTION - BURNT UMBER.

INSTALLED ON A METAL FENCE FRAME PER MANUFACTURER

RECOMENDATION FOR FRAME SPACING. VERTICAL & HORIZONTAL.

SF8

ADDRESS LETTERS ON

STOREFRONT GLASS

ADDRESS LETTERS ON

STOREFRONT GLASS

VERIFY EXISTING INTERIOR GUTTER AND

REPAIR/REPLACE AS NEEDED TO MATCH

CJ CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ CJCJ

CJ

CJ

CJ CJ

CJ

CJ

CJ

CJ

CJ

D.S.

CJ CJ CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

C J

C J

CJ

CJ

CJ CJ CJ CJ CJ

C J

C J

C J

C J

CJCJCJCJCJ

C J

C J

CJ

CJ

CJ CJ

CJCJ

CJCJ

CJ

CJ

CJ

CJ CJ

CJ CJ

CJ

CJ CJ

CJ CJ

CJ CJ

CJ

SEE STRUCTURAL PLAN

FOR INT. COLUMNS

KNOX BOX

FEC

SEE ARCHITECTURAL SITE PLAN FOR COMPLETE DRIVETHRU

TV

ELEC/DATA

@ 72" A.F.F.

NEW STUD WALL

BRICK VENEER

STONE

RECESSED FIRE EXT. CABINET

GYP. BD. CONTROL JOINT

(20'-0" O.C. MAX)

MASONRY CONTROL JOINT

(20'-0" O.C. MAX)

FLOOR DRAIN

STOREFRONT, SEE A6.1

DOWNSPOUT

FD

F.E.C.

CJ

CJ

DIMENSIONED PLAN LEGEND

DS

SF"X"

N

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

NOTED FLOOR PLAN

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

O

JE

C T:

O W

N E

R

A D

D R

E S

S

BY:

DATE:

c COPYRIGHT

A2.3

NOTED PLAN

G R

E G

G C

O U

N T

Y

G R

E G

G C

O U

N T

Y P

R E

C

IN

C T

AKB

5/6/2025

G

IL

M

E R

R D

L O

N G

V

IE

W

T X

[P E

R M

IT

S

E T

True

PROJECT

NORTH

No. Description Date

1 CITY

COMMENTS

6/9/2025

2 CITY

COMMENTS

6/23/2025

FLOOR PLAN

0"

B.O. MANSARD

10' - 0"

HIGH PARAPET

19' - 2"

LOW PARAPET

16' - 0"

A4.0

A4.0

A4.1

NICHIHA - TUFFBLOCK - STEEL(BEYOND)

LONGBOARD - METAL

WOOD LOOK

ALT - FIBERON CONCORIDA, SYMMETRY

COLLECTION - BURNT UMBER. INSTALLED ON A

METAL FENCE FRAME PER MANUFACTURER

RECOMMENDATION FOR FRAME SPACING. VERTICAL

& HORIZONTAL.

METAL PARAPET CAP

(BEYOND)

NICHIHA - TUFFBLOCK - PEWTER

LONGBOARD

STONE

BB

120B

BBBB

127D

STONE

BRICK

BRICK

EXPOSED METAL

COLUMN -

PAINTED BLACK

A4.1

A4.1

T.O. MANSARD

14' - 0"

EXISTING GUARDRAIL TO

REMAIN, CLEAN, PREP AND

PAINT - DARK BRONZE

FURR DOWN

10' - 0"

T.O.FENCE

8' - 0"

7' X 3' OVERHEAD BRACE ALUMINUM

AWNING WITH 5" BRONZE FASCIA AND

SOFFIT PANELS. SIMILAR TO MASA

ARCHITECTURAL CANOPIES, TYP.

H.M. DOOR

W/ GLASS

METAL CANOPIES

8' - 0"

OVERHEAD BRACE ALUMINUM AWNING WITH

5" BRONZE FASCIA AND SOFFIT PANELS.

SIMILAR TO MASA ARCHITECTURAL

CANOPIES

WONDOW HEADER HT.

7' - 0"

DRIVETHRU HT.

12' - 8"

DRIVETHRU LOW HT.

8' - 8"

ROOF LINE BEYOND

METAL PARAPET CAP

MECHANICAL ROOFTOP SCREEN

A4.4

METAL SCUPPER AND

DOWNSPOUT (BEYOND)

EXISTING INT. GUTTER

NEW INTERIOR GUTTER

TO MATCH EXISTING

MASONRY CONTROL JOINTS, SEE

NOTED PLAN FOR LOCATIONS

FLOOR PLAN

0"

ROOF DECK LOWER

13' - 0"

B.O. MANSARD

10' - 0"

HIGH PARAPET

19' - 2"

LOW PARAPET

16' - 0"

A4.0

A4.0

METAL PARAPET CAP

NICHIHA - TUFFBLOCK - STEEL

(BEYOND)

STONE

18X18 SQUARE

STONE COLUMNS

STONE

EXPOSED STEEL COLUMN,

PAINTED BLACK

LONGBOARD - METAL WOOD LOOK

BRICK

LONGBOARD -

METAL WOOD LOOKMETAL PARAPET CAP

NICHIHA - TUFFBLOCK - STEEL (BEYOND)

STONE

A4.1

A4.1

T.O. MANSARD

14' - 0"

EXISTING GUARDRAIL TO REMAIN,

CLEAN, PREP AND PAINT - DARK

BRONZE

METAL CANOPIES

8' - 0"

WAINSCOT COLUMNS

3' - 0"

DRIVETHRU HT.

12' - 8"

DRIVETHRU LOW HT.

8' - 8"

14" STAINLESS STEEL

LETTERS, BACKLIT

GREGG COUNTY SEAL

BESIDE LETTERS CUT

OUT, BACKLIT

14" CUT OUT LETTERS, BACKLIT

T.O. MANSARD 2

15' - 8"

B.O. MANSARD 2

11' - 8"

12" STAINLESS

STEEL LETTERS,

NOT BACKLIT

6" STAINLESS

STEEL LETTERS,

NOT BACKLIT

PLANTERSPLANTERS BOLLARDS

METAL PARAPET CAP

APPROX

EXTERIOR FINISHES

STONE: WHITE AUSTIN - CHOPPED

BRICK: ACME B RICK - SLATE GRAY - QUEEN SIZE

NICHIHA: TUFFBLOCK - 17 7/8" X 71 9/16", 5/8" THICK

-STEEL

-PEWTER

OVERHANG - LONGBOARD - 6" V-GROOVE WOOD - ITALIAN ROSEWOOD

PARAPET TRIM - DARK BRONZE

GUTTER/DOWNSPOUT/SCUPPER - DARK BRONZE

MASONRY CONTROL JOINTS, SEE NOTED FLOOR PLAN

FLOOR PLAN

0"

B.O. MANSARD

10' - 0"

HIGH PARAPET

19' - 2"

LOW PARAPET

16' - 0"

T.O. MANSARD

14' - 0"

WAINSCOT COLUMNS

3' - 0"

T.O. MANSARD 2

15' - 8"

B.O. MANSARD 2

11' - 8"

METAL PARAPET CAP

NICHIHA - TUFFBLCOK - STEEL

BRICK

LONGBOARD

STONE

STONE

STONE

EXPOSED STEEL COLUMN,

PAINTED BLACK

A4.1

A4.1

14" STAINLESS STEEL, BACKLIT

METAL SCUPPER & DOWNSPOUT

GREGG COUNTY SEAL

BESIDE LETTERS, CUT OUT,

BACKLIT

KNOX BOX, 60" A.F.F.

ADDRESS LETTERS, WHITE

MASONRY CONTROL JOINTS, SEE NOTED PLAN

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

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NORTH ELEVATION

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

SOUTH ELEVATION

SCALE: 3/16" = 1'-0"2

SOUTHWEST ENTRY

No. Description Date

1 CITY

COMMENTS

6/9/2025

/ 3A5.5

/4 A5.5

/8

7' - 3 1/2"

A .5

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A5.5

2' - 0 1/2"

9"

A5.5

A5.5

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SOLID SURFACE

COUNTERTOP, SEE

FINISH PLAN

9FORMICA

SEE FINISH SCHEDULE

SEE FINISH SCHEDULE

2' - 6"

9"

/2

SEE FINISH SCHEDULE

2' - 0"

9"

/2

SCALE: 3/8" = 1'-0"3 INT. ELEVATION - WAITING AREA DESK

SCALE: 3/8" = 1'-0"4 INT. ELEVATION - RECEPTION FRONT

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

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RECEPTION DESK

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SCALE:2 3D RECEPTION DESK PERSPECTIVE

SCALE: 3/8" = 1'-0"5 INT. ELEV. - RECEPTION DESK SIDE

SCALE: 3/4" = 1'-0"6 RECEPTION DESK - SECTION

No. Description Date

3 ADD. 1 7/8/2025

SCALE: 3/4" = 1'-0"7 RECEPTION DESK - SECTION 2

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WAITING

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JP WAITING

CONFERENCE

STRG

OPEN OFFICE

HALL

UNISEX

COURT ROOM

SUPER OFF.

STRG

TIM

IT

MENS

STRG

BREAKROOM

MICHELLE

DRIVE THRU

STRG

WEB DEAL

SUPER OFF.

TAX CLERKS

SERVICE AREA

ELEC

JAN

EB

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WL

WL

WL

C2

S2

S2

S2

2 2

S2

C2 S2

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STATE

CNTY

WMNS

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION

Engineer:

Date:

License No.:License State:

Tyler | Austin | Houston | El Paso

Texas Firm Registration No. F-893

Louisiana Firm Registration No. EF-5818 www.EMAengineer.com

EMA Engineering & Consulting, Inc.

DFW | San Antonio | Shreveport

SUBMISSION OF BID WILL BE CONSIDERED ACKNOWLEDGMENT THAT THE

CONTRACTOR HAS VISITED THE SITE AND HAS VERIFIED ALL EXISTING JOB

CONDITIONS AND INCLUDED ANY NECESSARY MODIFICATION TO EXISTING

AND NEW WORK REQUIRED FOR INSTALLATION OF A COMPLETE AND

WORKING SYSTEM.

HLH DESIGN BUILD, INC. RESERVES PROPRIETARY

RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID

DRAWINGS AND/OR DATA ARE EXCLUSIVE

PROPERTY OF HLH DESIGN BUILD, INC. AND SHALL

NOT BE USED OR REPRODUCED FOR ANY OTHER

PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF HLH DESIGN

BUILD, INC. @2025 HLH DESIGN BUILDING, INC.

TBAE# BR3A65

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Matthew A. Hensley

108637TX

REVIEW ONLY

7/8/2025 10:25:20 AM

ET2.1

TECHNOLOGY FLOOR

PLAN

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ELECTRICAL COMMUNICATIONS GENERAL NOTES

1. SEE SHEET ET7.1 FOR GENERAL NOTES AND PLAN NOTES

APPLICABLE TO THE ENTIRE DRAWING SET.

2. SECURITY DEVICES ARE SHOWN FOR PROVISIONS ONLY.

COORDINATE EXACT REQUIREMENTS WITH OWNERS CONTRACTOR

PRIOR TO INSTALLATION.

1/8" = 1'-0"

1 TECHNOLOGY FLOOR PLAN

1. PROVIDE A ¾” CONDUIT ON UNDERSIDE OF CANOPY TO ROUTE DATA

CABLING TO THE CAMERA.

2. EMERGENCY RESPONDER RADIO SYSTEM PANEL. PROVIDE A TWO-

HOUR RATED ENCLOSURE TO ROOF FOR ANTENNA CABLING.

ELECTRICAL COMMUNICATIONS PLAN NOTES

07-08-2025 Addendum 1

07-08-2025