VA 03 55 11-2011 GYPSUM CONCRETE FLOOR DECKS.pdf
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1、07-11 03 55 11 - 1 SECTION 03 55 11 GYPSUM CONCRETE FLOOR DECKS SPEC WRITER NOTE: 1. Delete between / _/ if not applicable to project. Also delete any other item or paragraph in the section and renumber the paragraphs. 2. This is a sole source system. Prior approval for its use is required. 3. Insur
2、e details show system. PART 1 - GENERAL 1.1 DESCRIPTION A. Section specifies gypsum plank systems for fire rated interstitial decks /. B. Optional system for interstitial decks. / 1.2 RELATED WORK A. Steel Framing: Section 05 12 00, STRUCTURAL STEEL FRAMING B. Sealer for interstitial floor and floor
3、 paint for traffic area in interstitial space: Section 09 91 00, PAINTING. 1.3 QUALITY CONTROL A. Work performed by experienced, qualified installers approved by manufacturer of gypsum plank. B. Gypsum materials products of one manufacturer. 1.4 SUBMITTALS A. Submit in accordance with Section 01 33
4、23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. B. Fire Tests: Fire tests, data and certifications substantiating that Gypsum Plank Decking complies with fire rating requirements. C. Shop Drawings: Show typical plank layouts, perimeter and framed opening supports and details of construction, installati
5、on, fastenings and grouting. D. Manufacturers Literature and Data: Each item specified. E. Load tables for sub-purlins. 1.5 DELIVERY AND STORAGE A. Deliver materials in original packages, containers, or bundles bearing brand name and name of manufacturer. B. Store materials in a manner that prevents
6、 damage before use. When stored under tarpaulins, provide ventilation to prevent moisture accumulation under tarpaulin. C. Store gypsum planks flat and off ground. Handle and stack in a manner to prevent damage to face, ends, and edges and keep dry until used. D. Store gypsum concrete off ground and
7、 keep dry until used. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-07-11 03 55 11 - 2 1.6 APPLICABLE PUBLICATIONS A. The publications listed below form a part of this specification to the extent referenced. Publications are referenced in the text
8、by basic designations only. B. American Society for Testing and Materials (ASTM): A36/A36M-08 Standard Specifications for Carbon Structural Steel A82-07 . Standard Specifications for Steel Wire, Plain, for Concrete Reinforcement A499-89(R2008) . Standard Specifications for Steel Bars and Shapes, Car
9、bon Rolled from “T“ Rails A568/A568M-09 Standard specification for Steel, Sheet, Carbon, Structural and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled General Requirements for A653/A653M-10 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-coated (Galvannealed
10、) by the Hot-Dip Process C317/C317M-00(R2010) . Standard specification for Gypsum Concrete C1396/C1396M-09 Standard Specification for Gypsum Board E119-10 Standard Test Methods for Fire Tests of Building Construction and Materials C. American Welding Society Publication (AWS): D1.1/D1.1M-10 Structur
11、al Welding Code - Steel PART 2 - PRODUCTS 2.1 MATERIALS A. Sub-purlins: 1. Open web truss-tees, hot-rolled bulb-tees or folded sheet metal tees as required by design loads, spans and fire ratings. 2. Flanges: Provide 16 mm (5/8-inch) minimum bearing for gypsum planks. 3. Galvanize or factory coat su
12、b-purlins with manufacturers standard primer. 4. Open web truss-tees: Fabricate from cold-formed steel wire conforming to ASTM A82. 5. Hot-rolled bulb-tees: Rail-shaped, fabricated from hot-rolled steel conforming to ASTM A36 or ASTM A499. 6. Folded sheet metal tees: Fabricate from sheet steel confo
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