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1. Wire Diameter for Side Rods: 0.1483 inch(9 gage). <br /> 2. Wire Diameter for Side Rods: 0.1875 inch. <br /> 3. Wire Diameter for Cross Rods: 0.1483 inch(9 gage). <br /> a. Ladder design with perpendicular cross rods spaced not more than 16 inches o.c. <br /> b. Truss design with diagonal cross rods spaced not more than 16 inches o.c. and <br /> number of side rods as follows: � <br /> C. Manufacturers: Sabject to compliance with requirements,provide joint reinforcement <br /> 2.5 TIES AND ANCHORS,GENERAL - <br /> A. General: Provide ties and anchors specified in subsequent articles that comply with <br /> requirements for metal and size of referenced unit masonry standard and of this article. <br /> B. Galvanized Carbon Steel Wire: ASTM A 82,coating class as required by referenced unit <br /> masonry standard for application indicated. <br /> 1. Wire Diameter: As indicated. <br /> C. Galvanized Steel Sheet: As follows: <br /> 1. AST'M A 526(commercial quality),Coating Designation G60, steel sheet zinc-coated by <br /> hot-dip process on continuous lines prior to fabrication, for sheet meta.l ties and anchors <br /> completely embedded in mortar. <br /> 2. ASTM A 366(commercial quality)cold-rolled cazbon steel sheet hot-dip galvanized after <br /> fabrication to comply with ASTM A 153,Class B2 (for unit lengths over 15 inches) and <br /> Class B3(for unit lengths under 15 inches�for sheet metal ties and anchors exposed to the <br /> weather and not completely embedded in mortar and grout. <br /> D. Steel Plates and Bars: ASTM A 36,hot-dip galvanized to comply with ASTM A 123 or <br /> ASTM A 153,Class B3,as applicable to siz�and form indicated. <br /> E. Manufacturers: Subject to compliance with requirements <br /> 2.6 MISCELLANEOUS ANCHORS <br /> C. Anchor Bolts: Steel bolts complying with A 307,Gr�de A;with AS'I'M A 563 hex nuts and, <br /> where indicated,flat washers;hot-dip galvanized to comply with ASTM A 153,Class C;of diameter and <br /> length indicated and in the following configurations: <br /> 1. Headed bolts. <br /> 2. Nonheaded bolts,straight. <br /> 3. Nonheaded bolts,bent in manner indicated. <br /> 2.7 MISCELLANEOUS MASONRY ACCESSORIES <br /> A. Nonmetallic Expansion Joint Strips: Premolded filler strips complying with ASTM D 1056,\ <br /> Type 2(closed cell),Class A(cellular rubber and rubber-like materials with specific resistance to petroleum <br /> base oils),Grade 1 (compression-deflection range of 2-5 psi),compressible up to 35 percent,of width and <br /> thickness indicated,formulated from the following material: <br /> 1. Neoprene. <br /> 2. Urethane. <br /> 3. Polyvinyl chloride. <br /> B. Preformed Control Joint Gaskets: Material as indicated below,designed to fit standard sash <br /> Page 4 of 6 <br />