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<br />SECTION 4 <br /> <br />STRUCTURES WITH WOOD & ALUMINUM <br />FRAMING COMPONENTS <br /> <br />2 x 6 FLOOR JOISTS <br />FASTENED TO DOUBLE 2 x 8 <br />GIRDER WI SIMPSON H-2.5 <br />HURRICANE ANCHORS @ <br />16" O.C. <br /> <br />CONCRETE BLOCK OR P.T.P <br />WOOD PIERS <br />(PER GIRDER TABLES) <br />CONSTRUCTED ON 4" x 16" x <br />16" CONCRETE FOOTING PAD <br />CELLS POURED SOLID WI (2) <br />#50 BARS AND (1) SIMPSON <br />H-6 ANCHOR IN EACH CELL <br />FASTENED TO DOUBLE 2 x 8 <br />GIRDER <br /> <br />. '- FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />3/4" PRESSURE~\ <br />PLYWOOD <br />PRESSURE TREATED <br />DECKING <br /> <br /> <br />~4"PRESSURETREATED <br />PLYWOOD OR <br />2 x 6 PRESSURE TREATED <br />DECKING <br /> <br />CONCRETE BLOCK OR <br />TREATED WOOD PIERS <br />(PER GIRDER TABLES) <br /> <br />CONCRETE BLOCK OR P.T.P. <br />WOOD PIERS CONSTRUCTED <br />ON 4" x 16" x 16" CONCRETE <br />FOOTING PAD <br /> <br />2 x 6 FLOOR JOISTS <br />FASTENED TO DOUBLE 2 x 8 <br />GIRDER WI SIMPSON <br />H-2.5 HURRICANE ANCHORS <br />@ 16" O.C. OR 2." x 6" JOIST <br />BUCKET <br /> <br /> <br /> <br />I <br /> <br />) <br /> <br />----------- <br />- <br /> <br />AUGER @ EACH PIER <br />FASTENED TO 2 x 8 GIRDER <br />WI FLAT STRAP <br /> <br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />2x6 <br /> <br /> <br />(2) SIMPSON H-5 CLIPS OR <br />EQUAL <br /> <br />DOUBLE 2" x 6(fLP. W/3/4" <br />PLYWOOD (PT) SPACER <br />NAILED WI #16d COMMON <br />GAL V. (2) EACH 16" O.C. <br /> <br />CENTER OF GIRDER B-B <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 7674774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2000 <br />4-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />