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<br />STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS <br /> <br />2 x 6 FLOOR JOISTS FASTENED TO <br />DOUBLE 2 x 8 GIRDER WITH <br />SIMPSON H-2.5 HURRICANE <br />ANCHORS AT 16" O.C. <br /> <br />CONCRETE BLOCK PIERS AT 8'rO" <br />O.C. CONSTRUCTED ON 4 x 16 x 16 <br />CONCRETE FOOTING PAD, CELLS <br />POURED SOLID WITH (2) #50 BARS <br />AND (1) SIMPSON H-6 ANCHOR IN <br />EACH CELL FASTENED TO DOUBLE <br />2 x 8 GIRDER <br /> <br />SECTION 4 <br /> <br /> <br />3/4" PRESSURE TREATED PLYWOOD OR <br />2 x 6 PRESSURE TREATED DECKING <br /> <br />CONCRETE BLOCK OR TREATED WOOD <br />PIERS AT 8'.0" O.C. <br /> <br />FOOTING TO DECK CONNECTION SECTION A-A <br />SCALE: 1/2" = 1'-0" <br /> <br />CONCRETE BLOCK PIERS @ 8'-0" O.C. <br />CONSTRUCTED ON 4 x 16 x 16 <br />CONCRETE FOOTING PAD <br /> <br />AUGER @ EACH PIER FASTENED TO 2 x 8 <br />GIRDER WI FLAT STRAP <br /> <br />2 x 6 FLOOR JOISTS FASTENED TO <br />DOUBLE 2 x 8 GIRDER WI SIMPSON H-2.5 <br />HURRICANE ANCHORS @ 16" O.C. OR 2" x <br />6" JOIST BUCKET <br /> <br />3/4" PRESSURE TREATED <br />PLYWOOD OR2 x8 <br />PRESSURE TREATED <br />DECKING <br /> <br /> <br /> <br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A <br />SCALE: 1/2" = 1'.0. <br /> <br />2x6 <br /> <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O BOX 4366. 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 />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. <br /> <br />105 <br />