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<br />SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS <br /> <br />AN ROOF, COMPOSITE PANEL <br />OR HOST STRUCTURAL <br />FRAMING <br /> <br />(4) #8 x 1/2" S.M.S. EACH SIDE <br />OF POST <br /> <br />1 x 2 TOP RAIL FOR SIDE <br />WALLS ONLY OR MIN. FRONT <br />WALL 2 x 2 ATTACHED TO <br />POST W/1" x 1" x 2" ANGLE <br />CLIPS EACH SIDE OF POST <br /> <br />GIRT OR CHAIR RAIL AND KICK <br />PLATE 2" x 2" x 0.032" MIN. <br />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 />MIN. 3-1/2" SLAB 2500 PSI <br />CONC. 6 x 6 - 10 x 10 WW.M. <br />OR FIBER MESH <br /> <br /> <br /> <br />/ <br /> <br />I <br /> <br /> <br /> <br />SECTION 3 <br /> <br />1" x 2" TOP RAILS FOR SIDE WALLS <br />WITH MAX. 3.5' LOAD WIDTH SHALL <br />HAVE A MAXIMUM UPRIGHT <br />SPACING AS FOLLOWS <br /> <br />WIND ZONE MAX. UPRIGHT <br />SPACING <br /> <br />102 <br />110 <br />120 <br />123 <br />130 <br />140 <br />150 <br /> <br />7'-0" <br />6'.7" <br />6'-3" <br />6'-1 " <br />5'-8" <br />5'-1 " <br /> <br />4'-11 " <br /> <br /> <br />\ <br /> <br />'. <br /> <br />INTERNAL OR EXTERNAL <br />'L' CLIP OR 'U' CHANNEL CHAIR <br />RAIL ATTACHED TO POST WI <br />MIN. (4) #10 S.M.S. <br /> <br />1 x 2 OR 2 x 2 ATTACHED TO <br />BOTTOM W/1" x 1" x 2" x 1/16" <br />0.045" ANGLE CLIPS EACH SID <br />AND MIN. (4) #10 x 1/2" S.M.S. <br /> <br />1" x 2" x 0.032" MIN. OPEN BAC <br />EXTRUSION <br /> <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />POST TO BASE, GIRT AND POST TO BEAM DETAIL <br />SCALE: 3" = 1'-0" <br /> <br />t-" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT <br />P.O. BOX 214:;6!1. SOUTH DAYTONA. FL 32121 <br />TELEPHONE (386) 767-4774 <br />FAX (386) 767-6556 <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2003 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E <br /> <br />. <br /> <br />3-13 <br />