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i <br /> SECTION 10200 <br /> 3 LOUVERS <br /> 4 <br /> 5 <br /> 6 PART 1: GENERAL <br /> 7 <br /> 3 1.01 DESCRIPTION <br /> 9 <br /> 10 The work of this section consists of furnishing and installing louvers as shown on the <br /> 11 Drawings and as specified herein. <br /> 12 <br /> ' 13 1.02 RELATED WORK SPECIFIED ELSEWHERE <br /> 14 <br /> 15 A. Section 07920: Caulking & Sealants <br /> 1s <br /> 17 B. Division 16: Electrical <br /> 1s <br /> 19 1.03 SUBMITTALS <br /> 20 <br /> 21 A. In accordance with Section 01300. <br /> 22 <br /> 23 B. Indicate all dimensions, including rough-in dimensions, and type, gage or thickness, and <br /> 24 shape of all components. <br /> 25 <br /> 26 C. Describe type and method of all finishes. <br /> 27 <br /> 23 D. Indicate type, size, location and spacing of all fasteners and anchorage. <br /> 29 <br /> 30 <br /> 31 PART 2: MATERIALS <br /> 32 <br /> 33 2.01 FIXED WALL LOUVERS <br /> 34 <br /> 35 A. 4" Drainable fixed blade with a front lip gutter and a recessed second gutter designed to <br /> 36 catch both airborne droplets and cascading water. <br /> 37 <br /> 35 B. Heads, sills, jambs and mullions to be one piece structural members of 6063-T52 alloy <br /> 39 0.125" thick, with integral caulking slot and retaining beads. <br /> 40 <br /> 41 C. Mullions shall be sliding interlock type with integral internal drains. <br /> 42 <br /> 43 D. Drainable blade to be minimum 0.125" thick. <br /> 44 <br /> 45 E. Closed cell PVC compression gaskets to be provided between bottom of mullion or jamb <br /> 46 and top of sill to insure leak tight connections. <br /> 47 <br /> 48 F. Structural supports to be designed by louver manufacturer to carry a wind load of not less <br /> 49 than 20 pounds per square foot. <br /> 50 <br /> LOUVERS <br /> 050694 10200-1 <br />