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' <br /> masonry standard for application indicated. <br /> B. Description: Weided-wire units prefabricated with deformed continuous side rods and ' <br /> plain cross rods into straiglit lengths of not less than 10 feet,with prefabricated corner and <br /> tee units,and complying with requiremen#s indicated below: <br /> 1. Wire Diameter for Sida 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 <br /> inches o.c. <br /> b. Truss design with diagonal cross rods spaced not more than lb inches o.c. � <br /> and number of side rods as fol�ows: <br /> C. Manufacturers: Subject to compliar�ce with requiremeuts, 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 /> requirennents for metal and size of referenced unit masonry standard and of this article. <br /> B. Galvanized Carbon Steel Wire: ASTM A 82, coating cIass as required by referenced unit � <br /> masonry standazd for applicatian indicated. <br /> 1. Wire Diameter: As indicated. <br /> � <br /> C. Galvanized Steel Sheet: As follows: <br /> 1. ASTM A 526 (commercial quality), Coating Designarion G64, steel sheet zin� � <br /> coated by hot-dip process on continuous Iines prior to fabrication, for sb.eet metai <br /> ties and anchors completely embedded ir►mortar. <br /> 2. ASTM A 366 (commercial quality) cold-rolied carbon steel sheet hot-dip � <br /> galvan�ed after fabrication to compIy with ASTM A 153, Class B2 (for unit <br /> lengths over 15 inches)and Class B3 (for unit Iengths under 15 inches), for sheet <br /> metal ties and anchors exposed to the weather and not completely embedded in � <br /> mortar and gout <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 applicahle to size and form indicated. ' <br /> E. Manafacturers: Subject to compliance with requirements <br /> 2.b MISCELLANEOUS ANCHORS � <br /> C. Anchor Bolts: Steei holts complying with A 307, Grade A; with ASTM A Sb3 <br /> hex nuts and,where indicated, flat washers; hot-dip galvanized to comply with ASTM A � <br /> 153,Class C;of diameter and length indicated and in the following configurations: <br /> 1. Headed}�olts. � <br /> 2. Nonheaded bolts,straigh� <br /> 3. Nonheaded boIts,bent in manner indicated. <br /> 2.7 MISCELLANEOUS MASONRY ACCESSORIES , <br /> A. Nonmetallic Expansion Joint Strips: Premolded filler strips complying with ASTM D <br /> 1056, Type 2 (closed cell), Class A (cellular rubber and rubber-like materials with � <br /> specific resistance to petroleum base oils),Grade 1 (compression-deflection range of 2-5 <br /> iTNIT MASONRY Page 4 of 6 <br /> . � <br />