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<br />I I <br /> <br />SECTION 1 <br /> <br />SCREENEDENGLOSURES <br /> <br />i <br />;"j <br />;: <br />i <br />I <br />! <br />I <br />j <br />j <br />i <br />; <br />i <br /> <br />CHAJR RA!L ATTACHED TO <br />POST W/INTERNAL OR <br />EXTERNAL 'L' CUP OR 'U' <br />CHANNEL WI M!N. <br />(4) #:1Q S.M.S. <br /> <br />1 <br /> <br />'~: <br />I j I <br /> <br />I I <br />I ' <br />~ . r = <br /> <br />. I : I I r<2 t <br />J ~ti: - <br />.~ <br />1 <br /> <br />\ <br /> <br />SCREW BOSSES <br /> <br />G!RT OR CHAiR RAIL <br />2" x 2" x O.OM" HOLLOW MIN_ <br /> <br />GIRT TO POST DETAIL <br /> <br />SCALE: 3" = i '-0" <br /> <br />CD <br /> <br />FOR WALLS LESS THAN'5'-a" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR <br />BOTTOM OF TOP RAIL THE SEAM AND GIRT ARE DE.CORA TIVE <br />SCREW HEADS 'NlA Y BE REMOVED AND INSTAllED IN P!L.OT HOLES <br /> <br />IF G!RT IS STRUCTURAL AND SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE <br />CONNECTION MUST BE STRAPPED FROM GIRT TO BEAM W!TH 0.050" x ,.314'. x 4" STRAP AND (4) <br />#10 x 3/4." S.MS SCREWS TO POST AND GiRT <br /> <br />IF GIRT IS ON 80TH SlOES OF THE POST THEN STRAP SHP.LL 6E 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 - DEVaOPMENT CONSULTANT <br />P.O. BOX 21~368. SOUTH DAYrONA. Fl32121 <br />TELEPHONE: (385) 707-4714 <br />FA)(; (386) 707-6S56 <br /> <br />I <br />I <br />I <br /> <br />?;>. E <br /> <br />@ COPYRJGHT :ZOO~ <br /> <br />1-45 NOT TO BE REPROOuCEO !N WHOLE OR IN "ART WITHOUT THE 'NRIITEN PERMISSION 0-' \W~<= <br />. .- r LA n._f\lCE C. SENNETT". P.E. <br />