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masonry standard for application indicated. <br /> � <br /> B. Description: Welded-wire units prefabricated with deformed continuous side rods and ' <br /> plain cross rads into straight lengths of not less than 10 feet,with prefabricated cor�er and <br /> tee units,and complying with requirements indicated below: <br /> 1. Wire Diameter for SidO Rods: 0.1483 inch(9 gage). r <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 perpendicuIar cross rods spaced not more than 16 � <br /> inches o.c. <br /> b. Truss design with diagonal cross rads spaced not more than Ib inches o.c. ' <br /> and number of side rods as follows: <br /> C. Manufact�rers: Subject to compliance with requiremeuts,provide joint reinforcement , <br /> 2.5 T'IES 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#his article. <br /> B. Galvanized Carbon Steel Wire: ASTM A 82,coating cIass as required by referenced unit ' <br /> masonry standard for application indicated. <br /> 1. Wire Diameter: As indicated. ' <br /> C. Galvanized Steel Sheet: As folIows: <br /> 1. ASTM A 526 (commercial quality), Coating Designation G6U, stesl sheet zinc- ' <br /> coated by hot-dip process on continaous Iines prior to fabrication, for sbeet metai <br /> ties and anchors completely embedded in mortar. <br /> 2. ASTM A 366 (commercial quality) cold-rolled carbon steel sheet hot-dip ' <br /> galvani�ed after fabrication to comply with ASTM A I53, Class B2 (for unit <br /> lengths over 15 inches)and Class B3 (for unit Iengths under 15 inches), for sheet <br /> metal tiss 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 applicable to size 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, 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 bolts. ' <br /> 2. Nonheaded bolts,straigh� <br /> 3. Nonheaded bolts,bent in manner indicated. <br /> 2.7 MLSCELLANEOUS MASONRY ACCESSORIES � <br /> A. Nonmetallic Expansion Joint Strips: Premolded filler strips complying with ASTM D <br /> 1056, Type 2 (closeci cell), Class A (cellular rubber and rubber-like materiaLs with � <br /> specific resistance to petroleum base oils), C,rade 1 (compression-deflection range of 2-5 <br /> UNiT MASUNRY Page 4 of 6 <br /> . ' <br />