Attachment_A-_Airport_Sign_Specifications_08-20-25.pdf

New Monument Sign at

Murfreesboro Airport

Murfreesboro, Tennessee

Project Specifications

August 20, 2025

JOHNSON + BAILEY ARCHITECTS P.C.

100 EAST VINE STREET, SUITE 700

MURFREESBORO, TENNESSEE

TELEPHONE: (615) 890-4560

FAX: (615) 890-4564

J+B NO. 2407

08/20/25

SECTION 00 01 10 TABLE OF CONTENTS

DIVISION PAGES

DIVISION 01 - GENERAL REQUIREMENTS

SECTION

01 01 10 - TABLE OF CONTENTS 1

01 01 15 - DRAWING INDEX 1

01 11 00 - SUMMARY OF WORK 1

01 41 00 - REGULATORY REQUIREMENTS 1

01 50 00 - TEMPORARY FACILITIES 1

DIVISION 04 - MASONRY

SECTION

04 10 00 - MASONRY MORTAR 2

04 20 00 - BRICK & BLOCK MASONRY 3

04 73 13 - CALCIUM SILICATE MANUFACTURED STONE MASONRY 4

DIVISION 10 - SPECIALTIES

SECTION

10 14 16 - ETCHED PLAQUES 2

10 14 26 - EXTERIOR ALUMINUM SIGNAGE 3

- END OF TABLE OF CONTENTS -

August 20, 2025 © 2025 JOHNSON + BAILEY ARCHITECTS P.C. 2407 00 01 10 - 1

SECTION 00 01 15 DRAWING INDEX

ARCHITECTURAL

COVER SHEET

A0.1 SIGN SITE PLAN

A1.1 SIGN ELEVATIONS AND PLAN DETAILS

A2.1 SECTION DETAILS AND STRUCTURAL DETAILS

END OF SECTION

00 01 15 - 1

SECTION 01 11 00 SUMMARY OF WORK

1.1 SCOPE OF WORK

A. Work under this Contract includes, but is not limited to, the following:

1. Obtaining permit for sign construction from the City of Murfreesboro Sign Commission.

2. Staking sign location by a Tennessee registered land surveyor.

3. Installing new secondary power service from existing transformer to sign location, including extending existing underground conduit as required and installing new MTE approved freestanding meter center with MTE approved meter base and disconnects. Power service to be engineered to meet power requirements of proposed sign and coordinated with Middle Tennessee Electric.

4. Installing new masonry sign base and footing. Brick veneer to be Owner-Provided and Contractor installed. Cast stone to be Contractor furnished and installed.

5. Installing new fully designed and engineered base-mounted aluminum sign system.

- END OF SECTION -

01 11 00 - 1

SECTION 01 41 00 REGULATORY REQUIREMENTS

PART 1 - GENERAL

1.1 Contractor shall obtain and pay cost of permits and licenses necessary for completion of this work.

1.2. Contractor and others working under his jurisdiction shall perform all work in compliance with laws, regulations, and ordinances of any kind required by governmental authority or other agency having jurisdiction over this work.

1.3. If Contractor observes that Contract Documents are in variance with any laws, regulations, and ordinances, he shall notify Architect and shall not proceed unless necessary changes required for compliance with said laws, regulations, and ordinances have been effected. Contractor shall be fully responsible for any work knowingly performed contrary to said laws, regulations, and ordinances and shall fully indemnify Owner against loss and bear all costs and penalties arising therefrom.

1.4. Contractor shall secure certificates of inspection and of occupancy that may be required by authorities having jurisdiction over the work. He shall deliver these certificates to Architect prior to execution of Certificate of Substantial Completion.

1.5 The Regulatory Requirements applicable by the City of Murfreesboro to this project are listed below.

This list is provided as a convenience to the Contractor and is not to be considered all inclusive of codes and regulations that may apply.

A. 2018 International Residential Code B. 2018 International Building Code C. 2018 International Plumbing Code D. 2018 International Mechanical Code E. 2018 International Fuel Gas Code F. 2018 International Fire Code G. 2018 International Energy Conservation Code H. 2017 National Electrical Code I. 2018 International Existing Building Code J. ICC A117.1-2009 Accessible and Usable Buildings and Facilities

PART 2 - PRODUCTS

OMITTED

PART 3 - EXECUTION

OMITTED

- END OF SECTION -

01 41 00 -1

SECTION 01 50 00 TEMPORARY FACILITIES

1. TEMPORARY UTILITY SERVICE

A. Provide temporary water and electricity as necessary for the work. Existing facilities are not available at the project site to provide temporary utilities.

2. TEMPORARY STORAGE SHEDS

A. Provide temporary sheds, pre-fabricated storage buildings on trailers with raised flooring to protect materials and equipment subject to damage by weather and construction as required for the work.

Locate these facilities to preclude interference with work and as directed.

3. TEMPORARY TOILET FACILITIES FOR USE BY WORKERS

A. Provide temporary toilet facilities for use by workers.

- END OF SECTION -

01 50 00 - 1

SECTION 04 10 00 MASONRY MORTAR

1.1 RELATED WORK SPECIFIED ELSEWHERE

A. Brick and Block Masonry: Section 04 20 00 - BRICK & BLOCK MASONRY

1.2 DELIVERY AND STORAGE

A. Deliver, store, and handle all mortar materials to prevent damage, deterioration or contamination. Store all mortar materials under cover in a dry place and in the original packing.

PART 2 - PRODUCTS

2.1 PORTLAND CEMENT

A. ASTM C 150-85, Type 1

2.2 MASONRY CEMENT

A. ASTM C 91-83a, packaged cement

B. Mortar color shall be selected by Architect from manufacturers standard colors. A different color will be required for precast stone masonry units.

C. Premixed mortar by the following manufacturers will be acceptable.

1. Lone Star Cement

2. Brixment

3. Solomon Grind Chemical Service

4. Holcim Rainbow Products

2.3 SAND

A. ASTM C 144-84

2.4 WATER

A. Clean, fresh water free from elements which might adversely affect mortar.

2.5 AGGREGATE FOR GROUT

A. Meet ASTM C 404-76, Size No. 8

2.6 EFFLORESCENCE CONTROL ADMIXTURE

A. Acme Shield by Acme - Hardesty Company

1. Liquid water repellant material which imparts water repellency to mortar, reduces efflorescence.

2. Provides better color distribution in mortar, reduces bleeding and retains color appearance.

04 10 00 - 1

PART 3 - EXECUTION

3.1 MIXING MORTAR

A. Mix materials in mechanical batch mixer for at least 5 minutes. Adjust consistency of mortar to make it plastic, but do not use any more water than necessary to obtain a mixture compatible with convenience in use.

B. Use no mortar more than 1 1/2 hours old.

C. Do not use admixtures other than specified.

D. Mix mortar per ASTM C270-84. Use the proper type of mortar for the application per the following schedule and as shown on the structural drawings.

1. Use Type M or S mortar for use in exterior CMU Sign Base. Type M mortar; One part Portland cement, one part masonry cement, and five parts sand by volume. Type S mortar; One half Portland cement, one part masonry cement, and four parts sand by volume.

2. Type N mortar for brick veneer (unless notified otherwise). One (1) part masonry cement and three (3) parts sand by volume. Type N mortar shall be used for all repair of existing mortar and for tuckpointing of existing joints.

3.2 MIXING GROUT

A. Grout proportions shall meet or exceed the requirements of ASTM C476-80. Fine grout shall consist of one part Portland cement and three parts sand by volume. Sufficient water should be added to the grout to produce a thick fluid. The desired consistency of the grout shall be considered achieved when slump falls between 8 and 11 inches.

3.3 MORTAR ADMIXTURE MIXING

A. Comply with manufacturer's directions for types of mortar specified.

- END OF SECTION -

04 10 00 - 2

SECTION 04 20 00 BRICK AND BLOCK MASONRY

1.1 QUALITY ASSURANCE

A. Qualifications of workmen:

1. For the actual cutting and placing of concrete masonry units, use only skilled journeyman masons who are thoroughly experienced with the materials and methods specified and thoroughly familiar with the design requirements.

2. In acceptance or rejection of installed concrete masonry units, no allowance will be made for lack of skill on the part of workmen.

3. Provide at least one (1) skilled journeyman mason who shall be present at all times during execution of the work of this Section and who shall personally direct the execution of this portion of the work.

B. Codes and standards:

1. Comply with all pertinent codes and regulations.

1.2 PRODUCT HANDLING

A. Use all means necessary to protect the materials of this Section before, during and after installation and to protect the installed work and materials of all other Trades.

B. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner.

PART 2 - PRODUCTS

2.1 CONCRETE BLOCK

A. Units shall conform to ASTM C90-75, Grade N-1 with the following exceptions:

1. Maximum concrete unit weight shall be 105 lbs/cu. ft.

2. Aggregate for concrete masonry units shall conform to ASTM C331-81.

3. Units shall be placed in wall with not more than 40 percent total water absorption.

2.2 MORTAR

A. Refer to Section 04 10 00, “Masonry Mortar.”

2.3 GROUT

A. Grout proportions shall meet or exceed the requirements of ASTM C476-80. Fine grout shall consist of one part Portland cement and three parts sand by volume. Sufficient water should be added to the grout to produce a thick fluid. The desired consistency of the grout shall be considered achieved when slump falls between 8 and 11 inches.

2.4 BRICK

A. Modular brick to be provided by Owner.

04 20 00 -1

3.1 CUTTING

A. Where it is necessary to cut masonry, use an approved masonry saw. Use no units less than 1/2 size. Promptly remove units showing evidence of being broken and replace with properly cut units.

3.2 LAYING

A. Except as otherwise specified or indicated, lay masonry plumb, level, and true in a running bond with vertical joints of one course directly over center of units in courses below.

B. Lay masonry with full head and bed joints on surfaces joined, except as otherwise noted.

F. Do not lay exterior masonry when air temperature is below 40 degrees F., forecasted to go below 40 degrees F., within 24 hours, or when it is raining.

G. Where flashing is to be installed, clean surface of masonry so that it is smooth and free from projections which might puncture flashing material. Place through-wall flashing on bed or mortar. Cover flashing with mortar.

H. Provide weep holes in head joints in first course immediately above all flashing by leaving head joint free and clean of mortar or placing and leaving sash cord in joint. Maximum spacing shall be 24" c/c unless specified or indicated otherwise. Keep weep holes and area above flashing free of mortar droppings.

3.3 PATCHING AND POINTING

A. All joints that are not full shall be repaired by patching and pointing with additional mortar while the mortar in the wall is still fresh and plastic. When additional mortar is forced into a joint, a backstop shall be provided such as the hand or a hammer handle.

B. In tooled joints, any depressions and nail holes shall be filled with fresh mortar before the final tooling.

C. If for any reason patching or pointing must be done after the mortar in the wall has hardened, the mortar in the joint shall be chiseled out to a depth of approximately 1/2". The joint shall be thoroughly wetted and then repointed with fresh mortar.

3.4 TOOLING

A. Tool all joints concave unless otherwise noted.

3.5 MORTAR

A. Mortar must be soft and plastic while block is being placed in the wall and adjusted to its final position. It shall have plasticity to stick to the long head joint, while the block is being lifted into place. It shall have body to support the weight of the block and hold it up to the line.

B. Mortar shall be kept tempered on the board. Retempering in mixer or in mortar box shall not be allowed.

C. Mortar shall be thoroughly mixed, and only in such quantity as is needed for immediate use.

Use no mortar more than one 2 1/2 hours old.

D. In cold weather, sand and water shall be heated sufficiently to maintain the temperature of

04 20 00 -2 mortar when in use above 50 degrees F.

3.6 CLEAN-UP

A. Clean each room or space as it is completed of mortar droppings, dirt, loose mortar and other foreign matter.

B. Upon completion of masonry work, thoroughly clean exposed work of mortar and dirt stains.

Protect all other work to avoid damage. Clean strictly in accord with block manufacturers recommendations. Remove all packing cartons, trash, rubbish, tools, equipment, etc. from the jobsite.

- END OF SECTION -

04 20 00 -3

SECTION 04 73 13 CALCIUM SILICATE MANUFACTURED STONE MASONRY

1.1 RELATED REQUIREMENTS

A. Section 04 10 00 - MASONRY MORTAR

B. Section 04 20 00 - BRICK & BLOCK MASONRY

1.2 QUALITY ASSURANCE

A. Qualifications of workmen:

1. For the actual cutting and placing of precast stone masonry units, use only skilled journeyman masons who are thoroughly experienced with the materials and methods specified and thoroughly familiar with the design requirements.

2. In acceptance or rejection of installed precast stone masonry units, no allowance will be made for lack of skill on the part of workmen.

3. Provide at least one (1) skilled journeyman mason who shall be present at all times during execution of the work of this section and who shall personally direct the execution of this portion of the work.

B. Codes and standards:

1. Comply with all pertinent codes and regulations.

1.3 MATERIAL STORAGE

A. Store materials on raised platforms and cover with "breathing type" tarpaulins. No polyethylene sheeting allowed. Keep materials dry, but allow for air circulation. Promptly remove damaged and defective materials from job site.

1.4 SUBMITTALS

A. Prior to manufacturing, submit to the Architect for approval the following:

1. All products named herein. Submit physical sample of each item plus complete manufacturer's literature fully describing the item and proving that it meets the requirements of the project.

2. Submit a letter of certification, signed jointly by an officer of the manufacturing company and the Contractor, that the precast stone masonry units furnished to and installed on this project meet the project requirements in all respects.

3. Submit test data made by an independent testing laboratory approved by the Architect, confirming the following

a. Compressive Strength

b. Modulus of Rupture

c. Absorption

d. Density

1.5 SAMPLE PANEL TO BE FURNISHED

A. A minimum of three (3) days after the bid opening, lay up sample panels of each type of unit required on the project in a designated location for review and approval. The size of the panel shall be 4 feet wide x 5' - 6" high and shall indicate fully the materials, workmanship, and

04 73 13 - 1 appearance (including size, face texture, and color). Leave panels in place until removal is authorized by Architect.

1.6 PRODUCT HANDLING

A. Use all means necessary to protect the materials of this section before, during, and after installation, and to protect the installed work and materials of all other trades.

B. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner.

PART 2 - PRODUCTS

2.1 PRECAST STONE MASONRY UNITS

A. Units shall conform to the following minimum ASTM standard values:

1. Compressive Strength: 6600 PSI (ASTM C170)

2. Modulus of Rupture: 770 PSI (ASTM C99)

3. Absorption: 9.4% (ASTM C97)

4. Density: 120 lb/ft2 (ASTM C97)

B. Unit Sizes:

HEIGHT LENGTH BED SHAPE

3 5/8" 23 5/8" 5 5/8" Watertable w/ Drip Edge

C. Color to be selected from manufacturer’s standard colors from the Georgia manufacturing facility.

D. Smooth face as indicated on drawings.

E. Tolerances:

1. Unit tolerance in each dimension shall be a maximum of plus or minus 1/16 inch.

F. Approved Manufacturers:

1. “Renaissance” manufactured by Arriscraft Corporation - Lombard, Illinois

2. Architect approved equal

2.2 MORTAR

A. Refer to Section 04 10 00 - Masonry Mortar. For mortary type, refer to general notes on structural drawings.

2.3 VENEER TIES & ANCHORS

A. Veneer ties and anchors to be hot dipped galvanized after fabrication in accordance with ASTM A153.

B. Approved Manufacturers:

1. Hohmann & Barnard, Inc.

2. Dur-O-Wall, Inc.

3. Southern Construction Products, Inc.

04 73 13 - 2

3.1 SURFACE CONDITIONS

A. Inspection:

1. Prior to all work of the section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence.

2. Verify that precast stone unit masonry may be completed in accordance with all pertinent codes and regulations, the referenced standards, and the original design.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Architect.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been completely resolved.

3.2 COORDINATION

A. Carefully coordinate with all other trades to ensure proper and adequate interface of the work of other trades with the work of this section.

3.3 CUTTING

A. Where it is necessary to cut precast stone masonry units, use an approved masonry saw. Use no units less than 1/2 size. Promptly remove units showing evidence of being broken and replace with properly cut units.

3.4 LAYING

A. Except as otherwise specified or indicated, lay masonry plumb, level, and true in bond indicated on the drawings.

B. Lay units with full head and bed joints on surfaces joined, except as otherwise noted.

C. Re-alignment of units shall not be permitted after a higher or following course has been laid.

Any unit which is disturbed after the mortar has stiffened shall be removed and relaid with fresh mortar.

D. Do not lay units when air temperature is below 40 degrees F., forecasted to go below 40 degrees F., within 24 hours, or when it is raining.

E. Where flashing is to be installed, clean surface of masonry so that it is smooth and free from projections which might puncture flashing material. Place thru-wall flashing on bed or mortar.

Cover flashing with mortar.

3.5 TOLERANCES FOR CONSTRUCTION

A. Bed joints and head joints shall be nominal 3/8" thick with slight variations allowed (5/16" to 7/16") to adjust coursing and to avoid cutting.

B. Variation from the plumb in the lines and surfaces of columns, walls, and arises shall not exceed 1/8" in 10' - 0" and 3/8" in a story height or 3/8" in 20' - 0" maximum. Variation from plumb for external corners, expansion joints and other conspicuous lines, shall not exceed 1/4" in any story or 1/4" in 20' - 0" maximum.

04 73 13 - 3

C. Variation from the level of the grades indicated on the drawings for exposed lintels, sills, parapets, horizontal grooves, and other conspicuous lines shall not exceed 1/4" in any bay or module or 20' - 0" (whichever dimension is the least) nor 1/2" in 40' - 0" or more.

D. Variation of the linear building line from an established position in plan and related portion of columns, walls, and partitions shall not exceed 1/4" in any bay or module or 20' - 0" (whichever dimension is the least) nor 3/4" in 40' - 0" or more.

E. Variation in cross-sectional dimensions of columns and thickness of walls shall not exceed minus 1/4", nor plus 1/2" from the dimensions indicated on the drawings.

3.6 PATCHING AND POINTING

A. All joints that are not full shall be repaired by patching and pointing with additional mortar while the mortar in the wall is still fresh and plastic. When additional mortar is forced into a joint, a backstop shall be provided such as the hand or a hammer handle.

B. In tooled joints, any depressions and nail holes shall be filled with fresh mortar before the final tooling.

C. If for any reason patching or pointing must be done after the mortar in the wall has hardened, the mortar in the joint shall be chiseled out to a depth of approximately 1/2". The joint shall be thoroughly wetted and then repointed with fresh mortar.

3.7 TOOLING

A. Tool all joints concave unless otherwise noted.

3.8 MORTAR

A. Mortar must be soft and plastic while unit is being placed in the wall and adjusted to its final position. It shall have plasticity to stick to the long head joint, while the unit is being lifted into place. It shall have body to support the weight of the unit and hold it up to the line.

B. Mortar shall be kept tempered on the board. Retempering in mixer or in mortar box shall not be allowed.

C. Mortar shall be thoroughly mixed, and only in such quantity as is needed for immediate use.

Use no mortar more than 1 1/2 hours old.

D. In cold weather, sand and water shall be heated sufficiently to maintain the temperature of mortar when in use above 50 degrees F.

3.9 CLEAN-UP

A. Clean each room or space as it is completed of mortar droppings, dirt, loose mortar, and other foreign matter. In large areas, clean as sections of wall are completed, but not less than every seven (7) working days.

B. Upon completion of masonry work, thoroughly clean exposed work of mortar and dirt stains.

Protect all other work to avoid damage. Clean strictly in accord with block manufacturer’s recommendations. Remove all packing cartons, trash, rubbish, tools, equipment, etc., from the jobsite.

- END OF SECTION -

04 73 13 - 4

SECTION 10 14 16 ETCHED PLAQUES

1.1 SECTION INCLUDES

A. Etched Stainless Steel Plaques

1.2 SUBMITTAL

A. Submit:

1. Manufacturer's descriptive literature and specifications.

2. manufacturer's shop drawings, indicating materials, typography, artwork, and mounting.

1.3 QUALITY ASSURANCE

A. Manufacturer to have a minimum of 15 years experience in manufacturing plaques.

1.4 WARRANTY

A. Plaques to be guaranteed for the life of the business against defects.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

A. Impact Architectural Signs 26 E Burlington Ave LaGrange, IL 60525 Phone: (708) 469-7178 Email: specifications@impactsigns.com

B. Gemini Incorporated 103 Mensing Way Cannon Falls, MN 55009 Phone: 877-877-2922 or 507-263-3957 Email: plaques@geminisignproducts.com

C. A.R.K. Ramos, Inc.

1321 S. Walker, Oklahoma City, OK 73109 Phone: (800) 725-7266 Email: customerservice@arkramos.com

D. Metal Arts Foundry 790 West State Road Lehi, Utah 84043 Phone: 801-768-4442 Email: mail@mtlarts.com

2.2 PLAQUE

A. Material: Stainless Steel Etched Plaque

August 20, 2025 © 2025 JOHNSON + BAILEY ARCHITECTS P.C. 2407 10 14 16 -1 mailto:specifications@impactsigns.com mailto:plaques@geminisignproducts.com mailto:customerservice@arkramos.com mailto:mail@mtlarts.com

B. Size: As indicated on drawings

C. Finishes:

1. Background Finish: Satin

2. Recessed Letters and Graphics Color: Custom PMS match to City of Murfreesboro branding guidelines.

3. Protective Coating: Gloss Diamond Shield Coating for Exterior Applications.

D. Custom Logo: City of Murfreesboro Logo etched and colored as shown on drawings.

E. Mounting: Stud mount for masonry.

PART 3 - EXECUTION

3.1 INSTALLATION

A. A qualified installer shall install etched metal plaques.

B. Install signs level, plumb, and at the height indicated with sign surfaces free from distortion or other defects in appearance.

- END OF SECTION -

10 14 16 -2

SECTION 10 14 26 EXTERIOR ALUMINUM SIGNAGE

1.1 SUMMARY

A. Section Includes:

1. A modular, exterior sign system with options for illuminated, non-illuminated, base-mount solutions.

1.2 REFERENCES

A. Standards of the Following as Referenced:

1. Aluminum Association (AA).

2. American National Standards Institute (ANSI).

3. American Society for Testing and Materials (ASTM).

1.3 SUBMITTALS

A. Product Data:

1. Manufacturer's product literature indicating units and designs selected.

2. Maintenance data and cleaning requirements for exterior surfaces.

B. Shop Drawings:

1. Indicate materials, sizes, configurations, applicable substrate mountings, and required location of connections provided in other sections. Specifically indicate tolerances required from other sections.

2. Typography sample for copy.

3. Artwork for logos.

C. Sample(s) / Mock-Up(s):

1. Manufacturer shall provide a minimum of one sample of sufficient size and detail to adequately convey product functionality, quality, workmanship and finishes.

1.4 QUALITY ASSURANCE

A. Manufacturer qualifications: Work required under this section from manufacturers regularly engaged in work of this magnitude and scope for minimum of five (5) years.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Acceptance at Site: Coordinate delivery of work to project site under this section for immediate installation.

B. Handling Materials and Equipment: Handle signage in careful manner in order not to damage or mar surfaces of signs or adjacent finish surfaces as applicable.

1.6 SEQUENCING AND SCHEDULING

A. Coordinate:

1. installation with adjacent finish materials not damaging adjacent surfaces.

2. with other sections for cast-in or built-in anchors and mounting hardware required in work specified in other sections.

10 14 26 - 1

1.7 WARRANTY

A. Limited warranty: Manufacturer's Standard Five (5) Year Limited Warranty covering defects in materials and workmanship, including coating degradation, chalking, peeling, and cracking.

PART 2 - PRODUCTS

2.1 MANUFACTURED UNITS

A. Sign unit shall be a custom manufactured modular aluminum system with frameless look.

2.2 PRODUCT REQUIREMENTS

A. General

1. System shall offer monolithic / frameless looks in a wide range of sizes and configurations and shall feature tamper-resistant, updatable aluminum panels with no visible reveals or hardware. Mounting to be base mount. All aluminum panels to be cut with computer-driven equipment to ensure precision fit and modularity. Signs to be engineered to withstand 100mph wind load.

B. Primary Materials

1. ASTM B221-90, Alloy 6063-T6 structural extruded aluminum, and ASTM B209 Alloy

5052 plate aluminum, Bonding Adhesive, Plexus MA-830 methacrylate.

D. Standard Panel Options

1. 1/8” Aluminum with Routed & Backed Graphics

a. Internally Illuminated (UL Listed – Low Voltage LED Sign Modules)

2. 1/8" Aluminum with changeable letter sign panel

a. Internally Illuminated (UL Listed – Low Voltage LED Sign Modules)

b. Shall accomodate 6" and 12" letters

c. Include lockable 1/8" break-resistance acrylic door cover that swings upward with support struts.

E. Coating

1. Signs to feature a 2-part acrylic polyurethane paint with a minimum 2mil thickness.

F. Finishes and Graphics (Reference Sign Drawings)

2.3 ACCESSORIES

A. Miscellaneous hardware and items required for installation.

2.4 FABRICATION

A. Shop assembly:

1. Fabricate units to configurations indicated on reviewed shop drawings.

2. Fabricate posts to lengths required for base mounting.

3. Furnish copy required on reviewed shop drawings in accord with manufacturer's standard procedures.

10 14 26 - 2

3.1 INSTALLATION

B. Install sign modules in locations indicated in accord with reviewed shop drawings.

Square, plumb, and level units.

3.2 CLEANING

A. Clean exposed surfaces not more than 48 hours prior to Date of Substantial Completion in accord with manufacturers written cleaning instructions.

- END OF SECTION -

10 14 26 - 3