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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />ANCHOR l' x 2' xO,044" PLATE <br />TO CONCRETE WITH 1/4" x 2-1/2" <br />CONCRETE ANCHORS WITHIN 6" OF <br />EACH SIDE OF EACH POST AND 24' <br />O.C, MAX, <br /> <br />~. 3-112' SLAB 2500 PSI CONC, <br />6x6-10x10 W.wM, OR FElER MESH <br /> <br /> <br /> <br />" <br /> <br /> <br />SECTION 3 <br /> <br />HEADER BEAM <br /> <br />(2) #10 x 1" SI-EET METAL SCREW <br />MO SCREW SLOTS <br /> <br />l' x 2' EXTRUSION <br /> <br />1-1/8' MN. IN CONCRETE <br /> <br />V APOR BARRIER UNDER CONCRETE <br /> <br /> <br />2' x 2' OR 2' x 3' OR 2" 5MB POST <br /> <br />ANCHOR l' x 2' x 0.044' PLATE <br />TO CONCRETE WITH 1/4' x 2-112" <br />CONCRETE ANCHORS WITHIN 6' OF <br />EACH SIDE OF EACH POST AT 24' <br />O,C. MAX. OR THROUGH ANGLE AT <br />24" O,C, MAX, <br /> <br />Mtol, 3-112' SLAB 2500 PSI CONC. <br />6x6-10x10 W.w,M. OR FIBER MESH <br /> <br /> <br /> <br />(4) #10 x 1/2' S.M.S, EACH SIDE <br />OF POST <br /> <br />HEADER BEAM <br /> <br />H-BAR OR GUSSET PLATE <br /> <br />2' x 2' x 1/8' ANGlE EACH SDE <br />ATTACH TO POST AND CONCRETE <br />A T LOAD BEARING WALL WITH <br />(2) #10 x 1/2' S,M.S. EACH SOE <br /> <br />l' x 2' EXTRUSION <br /> <br />1-1/8' MN IN CONCRETE <br /> <br />V APOR BARRIER <br /> <br />, " ".. t ~,., "''i'...- '! ~.. ~ ~" f#~ 0 _ _ ~ -', 11 <br />... ~,,;<; "'-1. ~1. w> <!" ..f, <br />~ it f ~ ".d '" '" I > <"...", ~ ~ ~ ~ '" ~ _ ' , o. $l;i> ~~'" ".,f; ,~~;(''' .t."l , <br /> <br />o 0 <br /> <br />o 0 <br /> <br />--- <br /> <br />Lawrence E. Bennett, P.E. <br />CIVl. ENG#EER - DEVaOPAENT CONSU. TANT <br />P.O, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHOIoE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOlE OR N PART Wffi'tOUT 1lt: WRITTEN PERMISSION OF LAWRENCE E, BE/ItoETT, P.E. <br /> <br /> <br />/ <br />/ <br /> <br /> <br /> <br />65 <br />