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<br />. <br />SECTION 38 <br /> <br />PAN ROOF, COMPOSITE <br />PANEL 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 />\eV\~\~ <br /> <br />GLASS & MODULAR ROOMS <br /> <br /> <br /> <br />I <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 />100 <br />110 <br />120 <br />123 <br />130 <br />140-1&2 <br />150 <br /> <br />7'-0" <br />6'-7" <br />6'-3" <br />6'-1" <br />5'-8" <br />5'-1" <br />4'-11" <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 <br />SIDE AND MIN. (4) #10 X 1/2" <br />S.M.S. <br /> <br />1" X 2" x 0.032" MIN. OPEN BACK <br />EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br />· FOR POST TO WOOD DECK (MIN. 2" NOMINAL LUMBER) USE THESE DETAILS WI WOOD <br />FASTENERS (1-3/8" EMBEDMENT) <br />(FUisT TO BASE, GI~~A~~~' ~~~T TO BEAM DET AI0 <br /> <br />Lawrence E. Bennett, P.E. FL # 16644 <br />CIVIL & STRUCTURAL ENGINEERING <br />P.o. Box 214368, South Daytona, FI32121 <br />Telephone #: (386) 767-4n4 Fax #: (386) 767-B556 <br />Email: lebpe@bellsouth.net <br /> <br />PAGE <br /> <br />3B-10 <br /> <br />@ COPYRIGHT 2006 <br />NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRmEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />