Exhibit_I-OC_Security_Fencing_Project_Manual_08.27.26.pdf

OCEAN CENTER

SECURITY FENCING AND

LOADING DOCK GATES

DAYTONA BEACH, FLORIDA

PC4110

PROJECT MANUAL

100% CONSTRUCTION DOCUMENTS

March 20, 2026

OWNER: VOLUSIA COUNTY, FLORIDA

123 West Indiana Avenue DeLand, Florida 32720

(386) 736-5935

ARCHITECT: HALL & OGLE ARCHITECTS, INC.

208 Magnolia Avenue Daytona Beach, Florida 32114

(386) 255-6163

ENGINEERS: JOHN M. PATTERSON, P.E. – ELECTRICAL

1291 John Anderson Drive Ormond Beach, Florida 32176

(386) 441-2382

A/E: 2513

2513 TABLE OF CONTENTS Page 1

Ocean Center Security Fencing 3/20/2026

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

010100 COUNTY CONSTRUCTION PROCEDURES

323119 DECORATIVE METAL FENCING AND GATES

DIVISION 27 – COMMUNICATIONS- SEE EXHIBIT H

50891 COUNTY CONSTRUCTION PROCEDURES

Ocean Center Security Fencing 010100-1

SECTION 010100

COUNTY CONSTRUCTION PROCEDURES

1.01 SUMMARY OF WORK

A. Work of Contract can be summarized by references to Bid Documents, Contract, General

Conditions, Special Conditions, Technical Specifications, Drawings and Addenda.

1.02 ALTERNATES

A. None.

1.03 PERMITS AND IMPACT FEES

A. The Contractor shall pay for and obtain all permits.

1.04 APPLICATION FOR PAYMENT

A. Applications for payment for work in place and materials stored on the project site by the end of each month shall be submitted by the first business day of the following month.

B. Applications for payment shall be submitted via email using AIA Documents G702 and G703 to the County project manager. Complete form with 5% retainage withheld per Fla Statute 255.078.

C. With each monthly application, provide the following documents:

1. Monthly progress report with look ahead.

2. Updated CPM (Critical Path Method) construction schedule gant chart.

3. Daily Activity reports with photographs of construction progress.

4. Contractor and subcontractor release of liens.

D. Application for Payment at Substantial Completion: Submit application following issuance of Architect’s Certificate of Substantial Completion. Administrative actions and submittals that shall coincide with this application include:

1. Certificate of Occupancy issued by the authority having jurisdiction.

2. Executed Contractor, subcontractor and material warranties.

3. Record of test/ adjust/ balance.

4. Operation & Maintenance Manual.

5. Certified property survey.

6. As-built drawings.

7. Final cleaning.

8. Turn over attic stock materials to County.

9. Change over door locks for County access.

10. Architect’s Certificate of Substantial Completion with Punch List of Work to be completed before final County acceptance.

E. Final Application for Payment (Release of Retainage): Administrative actions that shall coincide with this application include:

1. Completion of County Purchasing & Contract’s Division Close-out documents.

2. Completion of all punch list work.

3. Removal of temporary facilities and services.

1.05 PROJECT MEETINGS

A. Preconstruction Conference: Within ten days after Council approval of Contract, a preconstruction conference will be held at County designated location. Attendees shall include County, Architect, Contractor and Subcontractors. The County will lead the meeting and issue meeting notes. Meeting agenda shall include review of:

1. Communications Protocol.

a. Key personnel, contact &emergency contact information

b. Procedures for Submittals, RFI’s, ASI’s, Pay Ap’s, CCR’s, ODP’s and CO’s

2. Review of Division 010100 County Construction Procedures.

COUNTY CONSTRUCTION PROCEDURES 50891

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3. Sample Pay Application and Schedule of Values.

4. CPM (Critical Path Method) Construction Schedule Gant Chart.

5. List of Subcontractors.

6. Construction site staging and access plan.

7. Substitution requests.

8. Submittal schedule.

B. Submittal Required Prior to Preconstruction Conference: Five days prior to the preconstruction conference the Contractor will provided the following documents via email to the County’s Project Manager for review and approval:

1. Sample Pay Application and Schedule of Values (AIA Forms G702 and G703): The schedule of values shall be organized per sections of the technical specification, i.e. site work, concrete, etc.

2. Draft CPM (Critical Path Method) Construction Schedule Gant Chart.

3. List of Subcontractors: company name, address, phone # and point of contact.

4. Product Substitution Requests.

5. Draft Construction site staging and access plan: Depict phases of work areas, Contractor parking areas, Lay down and material storage areas, fencing, gates/ access drives, construction office (if applicable) location and portable restrooms location (if applicable).

6. List of Key Personnel, Qualifications, contact & emergency contact information.

Contractor’s on-site management and supervisory personnel shall be pre-approved by the County per article 2.12.4.1 of the Construction Contract.

7. Submittals Schedule per specification section, including anticipated submittal dates and due dates.

C. Progress Meetings: shall be heldevery two weeks (virtually – once/ month, on-site – once/ month). Attendees include County, Architect, Contractor and Subcontractors. The Contractor shall prepare all meeting agenda and minutes. Topics of agenda shall be as follows:

1. Safety & Security

2. Critical work sequences

3. Field Decisions

4. Topics per scope items

5. Requests for Information Log

6. Submittal Log

7. Administration & Financials

a. Pay Applications

b. Change Orders

c. Construction Change Requests

d. Owner Direct Purchases

8. Architect Supplemental Instructions

9. CPM Schedule

10. Two Week Look Ahead

D. Pre-Installation Conference: Conduct pre-installation conference on site before each major construction activity that requires coordination with other construction. Attendees include The Contractor, the Architect, the County, the Installer, Fabricator and Manufacturer Representative. Contactor shall prepare meeting agenda and minutes. Topics of agenda shall be as follows:

1. Shop drawings, product data and samples.

2. Inspection and testing requirements.

3. Warranty.

4. Operation & Maintenance.

5. Acceptance of substrate.

6. Compatibility of materials.

7. Time schedule.

8. Purchases & Deliveries.

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9. Storage.

10. Safety.

11. Protection.

12. Phasing of Work.

13. Coordination with adjacent work sequences.

E. Warranty Walk: Conduct 30 days prior to expiration of Contractor’s one year warranty period.

Attendees shall include the Contractor, Architect and County. Contractor shall:

1. Create/ distribute Field Report with punch list and proposed corrective action.

2. Coordinate with vendors and subcontractors.

3. Submit a letter notifying County that corrections have been made coincident with follow-up field visit with Architect and County.

1.06 OWNER OCCUPANCY

A. The County will continuously occupy portions of the site. Cooperate fully with County during construction operations to minimize conflicts. Perform work so as not to interfere with County’s operations.

1.07 CONTRACTOR USE OF PREMISES AND TEMPORARY FACILITIES

A. General: During entire construction period, Contractor shall have non-exclusive use of premises for construction operations, including use of site. Contractor must maintain traffic per FDOT Index 600-650 at all times and notify the County of any required shutdowns of greater than 15 minutes during a one hour period at least 72 hours prior to traffic shut down.

B. Use of Site: Confine operations to limits of work area. Where no limits are indicated limit work area to no more than 25 ft. beyond the immediate work area unless approved in advance by the County. Portions of site beyond areas on which work is indicated are not to be disturbed.

Conform to the following site rules while engaged in project construction.

1. Keep existing driveways and entrances serving premises clear at all times. Do not use these areas for parking or storage of materials.

2. Do not unreasonably encumber site with materials or equipment. Confine stockpiling of materials and location of storage sheds to areas indicated. If additional storage is necessary, obtain and pay for such storage off site.

3. Lock automotive type vehicles, such as passenger cars and trucks, and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with motor running or ignition key in place.

C. Work Hours: Subject to Ocean Center Event schedule.

D. Safety: Contractor shall implement a job safety plan in compliance with OSHA & Florida

Statutes as stated in the Construction Contract, Article 2.12.7.

E. Contractor shall provide:

1. A Construction trailer is not required.

2. Contractor may use existing building power.

3. Contractor may use existing building water.

4. Chain link construction fencing is not required.

5. Waste disposal services.

6. Toilets: Contractor my use existing toilet facilities.

7. First aid supplies.

8. Portable, UL rated; type A-B-C fire extinguishers per NFPA 10.

9. Project identification sign is not required.

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F. Quality Assurance:

1. Comply with applicable laws and regulations of authorities having jurisdiction, including but not limited to:

a. Florida Building Code.

b. Department of Health.

c. Utility company regulations.

d. Police and fire department rules.

e. Environmental protection regulations.

2. Comply with industry standards:

a. NFPA 241, “Building Construction and Demolition Operations”.

b. ANSI-A10 Series standards for “Safety Requirements for Construction and

Demolition”.

c. NECA Electrical Design Library “Temporary Electric Facilities”.

d. Electric Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code

(NFPA 70).

1.08 COORDINATION

A. General: Work of this Contract includes coordination of entire work of project, including general coordination, preparation of diagrams and schedules, and control of site utilization, from beginning of construction activity through project close-out and warranty periods.Coordinate construction activities included under various sections of the specifications to assure efficient and orderly installation of each part of the work. Coordinate construction operations included under different sections that are dependent upon each other for proper installation, connection and operation.

B. Inspection of Conditions: Require the installer of each component or system to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected.

C. Manufacturer’s Instructions: Comply with manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in the architect’s plans and specifications.

D. Inspect materials and equipment immediately upon delivery and again prior to installation.

Reject damaged or defective items.

E. Secure work true to plumb and level. Allow for expansion and building movement.

F. Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer to the architect for decisions on joint layout.

G. Recheck measurements and dimensions, before starting each installation.

H. Install each component or system during optimal weather conditions as recommended by manufacturer.

I. Isolate each part of the completed construction from incompatible materials as necessary to prevent deterioration.

J. Coordinate temporary enclosures.

K. Coordinate inspection and testing in a timely manner to minimize the necessity of uncovering completed construction for that purpose.

L. Where mounting heights are not indicated, consult the Architect.

1.09 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration through substantial completion.

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B. Clean and maintain completed construction as frequently as necessary through remainder of construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging or otherwise deteriorating exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessive high or low temperatures.

4. Thermal shock.

5. Excessive high or low humidity.

6. Air contamination or pollution.

7. Water or ice.

8. Solvents.

9. Chemicals.

10. Light.

11. Radiation.

12. Puncture.

13. Abrasion.

14. Heavy traffic.

15. Soiling, staining or corrosion.

16. Bacteria.

17. Rodent and insect infestation.

18. Combustion.

19. Electrical current.

20. High-speed operation.

21. Improper lubrication.

22. Unusual wear or other misuse.

23. Contact between incompatible materials.

24. Destructive testing.

25. Misalignment.

26. Excessive weathering.

27. Unprotected storage.

28. Improper shipping or handling.

29. Theft.

30. Vandalism.

D. Final Cleaning: Contractor shall:

1. Remove paint, excess glazing compound, excess caulking compound and other soiled spots from windows, doors and glass, leaving both sides of glass in clean condition.

2. Remove marks, stains and soiled spots from finished surfaces. Refinish or replace surfaces where necessary.

3. Remove dust, dirt, fingerprints, paint droppings and other blemishes.

4. Mop and clean floors, vacuum carpet.

5. Remove debris, nails and metal scrap from roof.

6. Remove construction debris from landscape areas, walks, paving and other exterior areas.

7. Use cleaning materials recommended by manufacturer of material or equipment being cleaned, particularly resilient flooring and carpets.

1.10 CUTTING AND PATCHING

A. Quality Assurance:

1. Obtain pre-approval from Architect prior to cutting and patching.

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B. Operational and Safety Limitations:

1. Protect existing and new construction during cutting and patching to prevent damage.

2. Provide temporary weather and security barrier for areas of project that may be exposed during cutting.

3. To avoid marring of existing finish surfaces, cut or drill from the exposed or finished side into concealed surfaces.

1.11 PRODUCTS

A. Pre-Bid: Provide specified products per the plans and technical specification. If the Contractor would like to propose equivalent products, the products must be pre-approved by the Architect during the bidding phase. Submit completed SUBSTITUTION REQUEST FORMS with supporting product information, performance data and warranty to Purchasing no later than 10 days prior to the bid date.

B. Construction: Requests for substitutions shall be considered only if the specified products are unavailable, cause undo delay to the project schedule or if a substitute product provides substantial savings to the County.Submit SUBSTITUTION REQUEST FORMS and supporting data via email to the Architect, copy County,5 days prior to the preconstruction conference.

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SUBSTITION REQUEST FORM

DATE: PROJECT: CONTRACT #:

SPECIFIED ITEM:

SPECIFICATION SECTION AND ARTICLE NUMBER DRAWING DETAIL #:

PROPOSED SUBSTITION:

DIFFERENCE BETWEEN PROPOSED SUBSTITUTION AND ARCHITECT SPECIFIED

PRODUCT:

AFFECT OF PROPOSED SUBSTITUTION ON OTHER PARTS OF THE WORK:

AFFECT OF PROPOSED SUBSTITUTION ON CONSTRUCTION SCHEDULE:

WILL THE SUBSTITUTION REQUIRE CHANGE TO THE CONSTRUCTION DOCUMENTS?

REASON FOR REQUESTING SUBSTITUTION:

SAVINGS TO COUNTY FOR ACCEPTING SUBSTITUTION:

CONTRACTOR:

SUBMITTED BY: DATE:

ATTACHMENT:

PRODUCT CUT SHEET, SPECIFICATIONS, DRAWINGS, PHOTOGRAPHS, PERFORMANCE/

TEST DATA AND SAMPLE WARRANTY.

ARCHITECT ACTION:

BY: DATE:

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1.12 SUBMITTALS

A. Submit shop drawings, product data and samples as required in individual sections of specifications.

B. Substitute products shall not be submitted as shop drawing submittals. Provide separate

SUBSTITUTION REQUEST FORM.

C. Submit shop drawings, product data, samples, and other required information in sufficient time to permit proper review before any materials and equipment are delivered to Project.

D. To the greatest extent possible, all submittals shall be made within the 30 days of notice to proceed with contract.

E. Verify all measurements so that all parts of Project will fit together.

F. Send submittals to Architect with "Submittal Cover Letter" included herein with copy to the

County. Submittal prior to transmission must be checked and approved by Contractor& Subcontractor and bear date, stamps and signature so stating.

G. For initial and any resubmissions provide PDF and samples (two sets to Architect, one set to County) via courier.

H. Submittals will be returned stamped by the Architect.

I. Prepare and transmit each submittal sufficiently in advance of scheduled performance of related work and other applicable activities.

J. Contractor shall check shop drawings, product data, samples and other information for conformance to drawing and specification requirements, STAMPING EACH SUBMITTAL indicating examination and approval.

K. Subcontractors shall check and STAMP SUBMITTALS in similar manner prior to sending to Contractor.

L. Product Data: Collect required product data into single submittal for each unit of work or system. MARK EACH COPY to show which choices and options are applicable to project.

Where product data has been printed to include information on several similar products, some of which are not required for use on project, or are not included in this submittal, mark copies to show clearly that such information is not applicable.

M. Architect and County comments made on submittals during review do not relieve Contractor from compliance with requirements of the drawings and specifications. This review is for the limited purpose of checking for conformance with information given and the design concept expressed in the drawings and specifications. The Contractor remains responsible for determining the accuracy and completeness of other details such as dimensions and quantities;

for substantiating instructions for installations; verifying materials, field measurements and related criteria; checking, coordinating, and performing work in compliance with the drawings and specifications.Review of shop drawings, product data and samples does not relieve Contractor from responsibility for providing a complete and functioning Project.

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SUBMITTAL COVER LETTER

DATE: PROJECT NAME: CONTRACT #:

SPECIFICATION SECTION &

SUBMITTAL #: I.E. (07200-#001)

CONTRACTOR:

ADDRESS:

TO:

SPECIFICATIONSECTION DESCRIPTION QUANTITY

& ARTICLE NO.

ENCLOSED SUBMITTAL IS MADE IN ACCORDANCE WITH THE PROJECT SPECIFICATION

AND RELATED DOCUMENTS. THE SUBMITTAL HAS BEEN REVIEWED BY THIS

CONTRACTOR FOR CONFORMANCE TO CONTRACT DOCUMENT REQUIREMENTS AND IS

STAMPED, DATED AND SIGNED.

BY: __________________________

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1.13 OPERATION AND MAINTENANCE MANUALS

A. Manuals shall consist of PDF and two three-ring binders with individual tab separating information into specification sections.

1. Title page shall list the following:

a. Project name, address, city and state.

b. County name, address, city, state, point of contact, email & phone #..

c. Architect name, address, city, state, point of contact, email & phone #.

d. Contractor name, address, city, state, point of contact, email & phone #.

2. Second page shall be an index of materials and equipment per specification number that are included within manual, listed in specification section order. For each material and equipment, indicate:

a. Subcontractor's name, address, point of contact, email & phone #.

b. Supplier's name, address, point of contact, email & phone #.

c. Name of nearest manufacturer's representative, address, point of contact, email & phone #.

B. Each subcontractor shall include following, per specification and product, as applicable in prepared manuals:

1. Manufacturer's equipment/product literature; model and serial numbers as appropriate.

2. Operating and lubricating instructions.

3. Maintenance instructions.

4. Parts numbers of replaceable items.

5. Control diagrams for motor operated equipment.

6. Written guarantees and warranties.

1.14 STANDARDS - ABBREVIATIONS

AA Aluminum Association, Inc.

AAA American Arbitration Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers' Association AASHTO American Assn of State Highway and Transportation Officials ACGIH American Conference of Governmental Industrial Hygienists ACI American Concrete Institute ADC Air Distribution Council AFI Air Filter Institute AGA American Gas Association AGC Associated General Contractors of America, Inc.

AI The Asphalt Institute AIA American Institute of Architects A Insur. A American Insurance Association AISC American Institute of Steel Construction, Inc.

AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Moving and Conditioning Association ANSI American National Standards Institute APA American Plywood Association API American Petroleum Institute ARI Air-Conditioning and Refrigeration Institute

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ASHRAE American Society of Heating, Refrigeration and Air-Cond. Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials ASPEAmerican Society of Plumbing Engineers ASSEAmerican Society of Sanitary Engineers AWI Architectural Woodwork Institute AWWA American Water Works Association AWS American Welding Society AWPA American Wood-Preservers' Association AWPB American Wood Preservers Bureau AWPI American Wood Preservers Institute BHMA Builders Hardware Manufacturers Association BIA Brick Institute of America BOCA Building Officials Code Administrators C Celsius CISPICast Iron Soil Pipe Institute COP Coefficient of performance CRD Corps of Engineers Specification CRI The Carpet and Rug Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standards, U.S. Department of Commerce CSI The Construction Specifications Institute, Inc.

EER Energy Efficiency Ratio F Fahrenheit FDOT Florida Department of Transportation FGMA Flat Glass Marketing Association FM Factory Mutual FS or Fed Spec Federal Specifications GA Gypsum Association GSA General Services Administration HPMA Hardwood Plywood Manufacturer's Association IBRM Institute of Boiler and Radiator Manufacturers IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society IPCEA Insulated Power Cable Engineers Association IRI Industrial Risk Insurers (Formerly FIA) LIA Lead Industries Association, Inc.

MBMA Metal Building Manufacturer's Association MIA Marble Institute of America Mil Std Military Standard

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MLA Metal Lath/Steel Framing Association MSS Manufacturer's Standardization Society of Valve & Fitting Industry NAAMM National Association of Architectural Metal Manufacturers NBHA National Builders' Hardware Association NBS National Bureau of Standards (U.S. Dept. of Commerce) NCMA National Concrete Masonry Association NCPI National Clay Pipe Institute NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturer's Association NFPANational Fire Protection Association NESCA National Environmental Systems Contractors Association NMWIA National Mineral Wool Insulation Association NPA National Particleboard Association NTMA National Terrazzo & Mosaic Association, Inc.

NRMCA National Ready-Mixed Concrete Association, Inc.

NSC National Safety Council NSF National Sanitation Foundation NWMA National Woodwork Manufacturers Association O.C. On Center OSHA Occupational Safety and Health Administration PCI Prestressed Concrete Institute PDI Plumbing and Drainage Institute PCA Portland Cement Association PI Perlite Institute PS Product Standard of NBS (U.S. Dept. of Commerce) SDI Steel Deck Institute S.D.I. Steel Door Institute SIGMA Sealed Insulating Glass Manufacturers' Association SMACNA Sheet Metal and Air Conditioning Contractors' National Association, Inc.

SSPC Steel Structures Painting Council SWI Steel Window Institute TCA Tile Council of America, Inc.

UL Underwriters Laboratories, Inc.

WG Water gage WRI Wire Reinforcement Institute

END OF SECTION 010100

50891 Decorative Metal Fences and Gates Ocean Center Security Fencing 323119-1

SECTION 323119

DECORATIVE METAL FENCES AND GATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Decorative aluminum picket fencing.

B. Decorative aluminum privacy fencing.

1.02 REFERENCE STANDARDS

A. ASTM A276/A276M - Standard Specification for Stainless Steel Bars and Shapes; 2017.

B. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2014.

C. ASTM F2408 - Standard Specification for Ornamental Fences Employing Galvanized Steel

Tubular Pickets; 2016.

1.03 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Conduct a preinstallation meeting one week prior to start of work of this section; require attendance by affected installers.

1.04 SUBMITTALS

A. See Section 010100 County Construction Procedures for submittal requirements.

B. Product Data: Submit manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Shop Drawings:

1. Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, gates, and schedule of components.

D. Installer's Qualification Statement.

E. Manufacturer's Warranty.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum five years documented experience.

B. Installer Qualifications: Experienced with type of construction involved and materials and techniques specified and approved by fence manufacturer.

1.06 DELIVERY, STORAGE AND HANDLING

A. Store materials in a manner to ensure proper ventilation and drainage. Protect against damage, weather, vandalism and theft.

1.07 WARRANTY

A. Correct defective Work within a five year period after Date of Substantial Completion.

B. Provide five year manufacturer warranty for ____________.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Decorative Metal Fences and Gates:

1. AFS, Inc. - Vanguard Aluminum Fences; _____: www.americanfencesystem.com/#sle.

2. Ameristar Perimeter Security, USA; _____: www.ameristarperimeter.com/#sle.

3. Ideal Aluminum Products; _______: www.ideal-ap.com/#sle.

4. Substitutions: See Section 010100 County Construction Procedures

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2.02 FENCES

A. Fences: Complete factory-fabricated system of posts and panels, accessories, fittings, and fasteners; finished with electrodeposition coating, and having the following performance characteristics:

B. Electro-Deposition Coating: Multistage pretreatment/wash with zinc phosphate, followed by epoxy primer and acrylic topcoat.

1. Total Coating Thickness: 2 mils, minimum.

C. Aluminum: ASTM B221.

1. Tubular Pickets, Rails and Posts: 6005-T5 alloy.

2. Extrusions for Posts and Rails (Outer Channel): 6005-T5 alloy.

3. Extrusions for Pickets and Rail (Inner Slide Channels): 6063-T5 alloy.

D. Fasteners: ASTM A276/A276M, Type 302 stainless steel; finished to match fence components.

2.03 ALUMINUM FENCE

A. Decorative Aluminum Fence System: Provide fence meeting the Test Load and Coating Performance requirements of ASTM F2408 for Industrial class.

1. Fence Panels: 6 feet high by 8 feet long.

a. Panel Style: Refer to Drawings.

b. Panel Strength: Capable of supporting 270 pounds minimum load applied at midspan without deflection.

c. Posts: Aluminum extrusions; 2-1/2 inches square.

d. Rails: Extruded aluminum channels.

e. Pickets: Extruded aluminum tubes.

1) Size: 1 inch square.

2) Style: Pickets with finial extend above top rail.

3) Integrally Formed Finial: Spear point.

f. Fasteners: Manufacturer's standard stainless steel bolts, screws, and washers;

factory finish fasteners to match fence.

PART 3 EXECUTION

3.01 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Hall & Ogle Architects, Inc. of unsatisfactory preparation before proceeding.

3.02 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Set fence posts in accordance with the manufacturer recommended spacing.

3.03 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch.

B. Maximum Offset From Indicated Position: 1 inch.

C. Minimum Distance from Property Line: 6 inches.

3.04 CLEANING

A. Clean jobsite of excess materials; scatter excess material from post hole excavations uniformly away from posts. Remove excess material if required.

B. Clean fence with mild household detergent and clean water rinse well.

3.05 PROTECTION

A. Protect installed products until completion of project.

50891 Decorative Metal Fences and Gates Ocean Center Security Fencing 323119 -3

B. Touch-up, repair, or replace damaged products before Date of Substantial Completion.

END OF SECTION