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Q <br />P 2.02 FABRIC_ATIQN <br />A. FRAMES <br />C 1. or to profile as shown on drawings, <br />constructed with square corners, and free of <br />defects, warps, or buckle. <br />2. Welded --type or concrete, masonry construction and <br />metal stud construction. <br />3. Corners and connections welded with exposed welds <br />ground flush and smooth. <br />4. Reinforcement: <br />A. Hinges: 7 ga. x .1 1/21" x lo0l <br />B. Closers and holders: 12 ga. x 1611 <br />C. Strike: 12 ga. x 1 1/4" x 311; or 14 ga. drawn <br />box <br />S. Frames punched to receive rubber silencers, three <br />each door on lock side and two at head of double <br />doors. <br />6. Provide removable spreaders attached to bottom of <br />door frames, to insure correct alignment during <br />shipping and installation. <br />7. At angle e thresholds, notch frames and extend <br />exterior portion down to lower floor level. <br />8. Provide sheet metal grout guards in frames at all <br />lock bolts and tapped hardware locations. <br />9. All frames shall be fully mortar filled. <br />lo. All mullions, including removable mullions, shall <br />kie mortar filled with two 3/81" diameter steel <br />rebars full length, embedded inside. <br />11. Silencers shall be installed in frames prior to <br />grouting. <br />B. ANCHORS <br />1. Provide 16 Qaucae angle shaned fluor si ip,; -,ablded <br />to jambs and punched for two 3/81' diameter bolts <br />each. <br />2. Provide adjustable length clip angles as required. <br />3. Jamb Anchors <br />a. Frames net in masonry: For doors not more than <br />7 ft. high, provide not less than three lo" <br />long adjustable 14 gauge corrugated galvanized <br />masonry anchors for each jamb over 7 feet, not <br />less than 4 for each jamb. <br />b. FraMQs set against previously placed masonry or <br />08100-3 <br />