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ST. BARBARA CATHOLIC SCHOOL TASK 2 75-24272-01 <br />DIOCESE OF ORANGE SEPTEMBER 12TH, 2024 <br />SANTA ANA, CA BID & PERMIT SET <br /> <br />DECORATIVE METAL FENCES AND GATES 323119 - 1 <br />SECTION 323119 - DECORATIVE METAL FENCES AND GATES <br />PART 1 - GENERAL <br />1.1 RELATED DOCUMENTS <br />A. Drawings and general provisions of the Contract, including General and Supplementary <br />Conditions and Division 01 Specification Sections, apply to this Section. <br />1.2 SUMMARY <br />A. Section Includes: <br />1. Decorative metallic-coated steel tubular picket fences. <br />2. Decorative metallic-coated steel Swing gates. <br />a. Includes all swing gates indicated on the drawings <br />3. Decorative metallic-coated Steel Posts <br />B. Related Sections: <br />1. Division 03 Section "Cast-in-Place Concrete" for concrete post concrete fill. <br />2. Division 31 Section "Earthwork" for site excavation, fill, and backfill where decorative <br />metal fences and gates are located. <br />1.3 PERFORMANCE REQUIREMENTS <br />A. Delegated Design: Design gates, including comprehensive engineering analysis by a qualified <br />professional engineer, using performance requirements and design criteria indicated. <br />B. General: In engineering gates to withstand structural loads indicated, determine allowable <br />design working stresses of railing materials based on the following: <br />1. Steel: 72 percent of minimum yield strength. <br />C. Structural Performance: Provide gates capable of withstanding the effects of gravity loads and <br />the following loads and stresses within limits and under conditions indicated: <br />1. Infill of Gate panels: <br />a. Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft.. <br />b. Uniform load of 25 lbf/sq. ft. applied horizontally.