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<br />SECTION 1 <br /> <br />SCREENED ENCLOSURES <br /> <br />CHAIR RAIL ATTACHED TO <br />POST W/INTERNAL OR <br />EXTERNAL 'L' CLIP OR 'U' <br />CHANNEL W/ MIN. <br />(4) #10 S.M.S. <br /> <br />\ <br /> <br />I <br /> <br />SCREW BOSSES <br /> <br />GIRT OR CHAIR RAIL <br />2" x 2" x 0.044" HOLLOW MIN. <br /> <br /> <br />CD <br /> <br /> <br />GIRT TO POST DETAIL <br /> <br />SCALE: 3" = 1'-0" <br /> <br />CD <br /> <br />FOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR <br />BOTTOM OF TOP RAIL THE BEAM AND GIRT ARE DECORATIVE <br />SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES <br /> <br />IF GIRT IS STRUCTURAL AND SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE <br />CONNECTION MUST BE STRAPPED FROM GIRT TO BEAM WITH 0.050" x 1-3/4" x 4" STRAP AND (4) <br />#10 x 3/4" S.M.S. SCREWS TO POST AND GIRT <br /> <br />IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6" LONG AND CENTERED ON <br />THE POST AND HAVE.A TOTAL (12) #10 x 3/4" S.M.S. <br /> <br />Lawrence E Bennett, P.E FL # 16644 <br />CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT <br />P.O. BOX 214368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE: (386) 767-4774 <br />FAX: (386) 767-6556 <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2004 <br />1-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E. <br />