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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />... <br /> <br />(/) <br />W <br />0:: <br /><{ <br />> <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />-- - - -,-.---'-'- - <br /> <br />---------~ <br /> <br />FOR NUMBER OF BOLTS <br />AND SIZE OF POST (SEE <br />TABLE 2,3) <br /> <br />. f -.- .. <br />+- -- ~ <br /> <br />:t"-c- c "'..,---- <br />+ <br /> <br />ANCHOR (SEE DETAIL FOR <br />PAN OR COMPOSITE <br />PANEL) <br /> <br />BEAM AND POST SIZES <br />(SEE TABLE 21,1, <br />TABLE 2,12 AND I OR <br />TABLE 2.2.1, TABLE 222) <br /> <br />~ <br /> <br />\ <br />~ <br />SIDE NOTCH POST TO BEAM CONNECTION <br /> <br />I . <br />I <br /> <br />COLUMN NOTCHED TO <br />SUIT <br /> <br />\, <br /> <br />j <br />J_ <br />n -r <br /> <br />~ <br /> <br /> <br />@ <br /> <br />~~ <br /> <br />---.. <br /> <br />ANCHOR PER DETAIL <br />FOR PAN OR <br />COMPOSITE PANEL <br /> <br />FOR NUMBER OF <br />BOL TS 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 / OR TABLE 2,2,1. <br />TABLE 2,2,2) <br /> <br />COLUMN NOTCHED TO <br />SUIT <br /> <br />-- ;::=- <br /> <br />@ <br />@ ;t <br />I <br />, <br /> <br />I" <br /> <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 />, <br /> <br />CENTER NOTCH POST TO BEAM CONNECTION <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />POBOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-1774 <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 I'.E. <br />