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<br />SECTION 3 <br /> <br />1 x 2 OR 2 x 2 ALUMINUM <br /> <br />TOP 1 x 2 OR 2 x 2 ATTACHED <br />TO POST WI 1" x 1" x 2" x 1/16" <br />x 0.045" ANGLE CLIPS EACH <br />SIDE OF POST WI MIN. (4) #10 <br />x 1/2" S.M,S. <br /> <br />CHAIR RAIL AND KICK PLATE <br />2" x 2" 0.044" HOLLOW RAIL <br /> <br />ANCHOR 1 x 2 PLATE TO <br />CONCRETE WITH 1/4" x 2-1/2" <br />CONCRETE ANCHORS WITHIN <br />6" OF EACH SIDE OF EACH <br />POST AT 24" O.C. MAX. OR <br />THROUGH ANGLE AT 24" O.C. <br />MAX. <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />/' <br /> <br /> <br />/ <br /> <br />/ <br /> <br />~ <br /> <br /> <br />PAN ROOF OR WOOD BEAM <br /> <br />(4) #10 x 1/2" S.M.S. EACH SIDE <br />OF POST <br /> <br />'L' CLIP OR 'U' CHANNEL CHAIR <br />RAIL ATTACHED TO POST WI <br />MIN. (4) #10 S.M.S. <br /> <br />1 x20R2x2ATTACHEDTO <br />BOTTOM WI 1" x 1" x 2" x 1/16" <br />0.045" ANGLE CLIPS EACH <br />SIDE AND MIN. (4) #10 x 1/2" <br />S.M.S. <br /> <br />1" x 2" x 0.044" OPEN BACK <br />EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />MIN. 3-1/2" SLAB 2500 PSI <br />CONC. 6x6-10x10 WW.M. OR <br />FIBER MESH <br />VAPOR BARRIER UNDER <br />CONCRETE <br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL <br />NON-LOAD BEARING WALLS <br />SCALE: 1/4" = 1" <br /> <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />PO BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br /> <br />80 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, P.E <br />