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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 2-112' <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 WWM, OR FI3ER MESH <br /> <br /> <br /> <br />SECTION 3 <br /> <br />HEADER BEAM <br /> <br />(2) #10 X l' St-EET METAL SCREW <br />MO SCREW SLOTS <br /> <br />r 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 2-1/2' <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 />Mt-j, 3-1/2' SLAB 2500 PSI CONC. <br />6x6-10x10 W,W,M OR FI3ER MESH <br /> <br /> <br /> <br />(4) #10 x 1/2' SM.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,MS, EACH SVE <br /> <br />l' X 2' EXTRUSION <br /> <br />1-1/8' MN. IN CONCRETE <br /> <br />V APOR BARRIER <br /> <br /> <br />o 0 <br /> <br />o 0 <br /> <br />----- <br /> <br />Lawrence E. Bennett, P.E. <br />avL EJo/GIIEER - DEVELOPMENT CONSU. T ANT <br />P,O, BOX 4368, SOUTH DAYTONA, FL 32'121 <br />TEl..EPHQ/IE (904) 767- 4 T7 4 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WI-tOlE OR N PART wmiOVT TIE WRITTEN PERMISSION OF LAWRENCE E. BE/IN:TT, P.E. <br /> <br /> <br />/ <br />/ <br /> <br /> <br /> <br />'. <br /> <br />65 <br />