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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />--j <br />~T <br /> <br />.., -----,...."'-,---.._-,---,-----_.. <br /> <br />-=::::=- <br /> <br />(f) <br />w <br />cr: <br /><( <br />> <br /> <br />:=-=-=-,,:,::..,~ -- - .. <br /> <br />FOR NUMBER OF BOLTS <br />AND SIZE OF POST (SEE <br />TABLE 2.3) <br /> <br />BEAM AND POST SIZES <br />(SEE TABLE 2.1.1. <br />TABLE 2.1,2 AND I OR <br />TABLE 2.2.1 , TABLE 2.2.2) <br /> <br /> <br />ANCHOR (SEE DETAIL FOR <br />PAN OR COMPOSITE <br />PANEL) <br /> <br />COLUMN NOTCHED TO <br />SUIT <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br /> <br />-__L________________ <br /> <br />I@ <br />I@ <br />SIDE BEAM I <br />j@ <br />I @ t ......,..""'..- <br /> <br />,,,,,_~L..~,=, <br /> <br /> <br /> <br />-~ <br /> <br />(f) <br />w <br />0:: <br /><( <br />> <br />I <br /> <br /> <br />1 3/4" x 1 3/4" x 0.063" <br />RECEIVING CHANNEL <br />THRU BOLTED TO POST WI <br />THRU BOLTS FOR SIDE <br />BEAM (SEE TABLE 2.3 FOR <br />NUMBER OF BOLTS) <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />J <br /> <br /> <br />ANCHOR PER DETAIL <br />FOR PAN OR <br />COMPOSITE PANEL <br /> <br />FOR NUMBER OF <br />BOLTS AND SIZE OF <br />POST (SEE TABLE 2.3) <br /> <br />BEAM AND POST <br />SIZES (SEE TABLE <br />2.1.1, TABLE 2.1.2 <br />AND I OR TABLE 2.2.1, <br />TABLE 2.2.2) <br /> <br />COLUMN NOTCHED TO <br />SUIT <br /> <br />CENTER NOTCH POST TO BEAM CONNECTION <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) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />) <br /> <br />2-14 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E, <br />