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<br />FASTENERS <br /> <br />SECTION 9 <br /> <br />CONCRETE <br />SCREW <br />ANCHOR <br /> <br />T-BOL T <br /> <br />SPIKE <br /> <br />EXPANSION <br />BOLT <br /> <br />DRIVE NAIL <br /> <br /> <br />CONCRETE AND MASONRY ANCHORS <br /> <br />SHEET METAL <br />SCREW <br /> <br />HEX HEAD TEK <br />SCREW <br /> <br />MACHINE BOLT <br /> <br /> <br />,i <br /> <br />WI NEOPRENE WASHER <br /> <br /> <br />METAL FASTENERS <br /> <br />NOTES: <br /> <br />ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR <br />EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE <br />APPROVED BY THE BUILDING OFFICIAL. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT <br />P,O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1999 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE <br /> <br />PAGE <br /> <br />201 <br />