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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />-\-- <br /> <br />-<:::::::::_-=--~ <br /> <br />Cf) <br />!:Y <br />0::' <br /><t' <br />:::> <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />:--=-=-------=-----=---=----==~--==-~--=-.~~-_. ---- <br />-T <br /> <br /> <br />I <br />-I <br />-L <br />I" <br />I <br />I <br /> <br />'--------c~"-~--ci <br /> <br />FOR NUMBER OF BOL TS <br />AND SIZE OF POST (SEE _______ <br />TABLE 23) <br /> <br />ANCHOR (SEE DETAIL FOR <br />PAN OR COMPOSITE <br />PANEL) <br /> <br />BEAM AND POST SIZES <br />(SEE TABLE 2.1.1, ____ <br />TABLE 2.12 AND / OR <br />TABLE 22.1, TABLE 2.22) <br /> <br />i <br /> <br /> <br />~-------- COLUMN NOTCHED TO <br />SUIT <br /> <br />SlOE NOTCH POST TO BEAM CONNECTION <br /> <br />--=:::'-.=0- <br /> <br />Cf) <br />W <br />tr <br />~ <br />> <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />I <br />~ <br />, <br />, <br /> <br />" - -=c----- - _ _ <br /> <br />@ <br />@ <br /> <br /> <br />'@ <br /> <br />-=?=- SIDE BEAM <br /> <br />'@ <br /> <br />1 3/4" x 1 3/4" x 0.063" <br />RECEIVING CHANNEL <br />~U BOL TED TO POST WI <br />THRU BOLTS FOR SIDE <br />4.M (SEE TABLE 2.3 FOR <br />NUMBER OF BOLTS) <br /> <br />----_J <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 />CENTER NOTCH POST TO BEAM CONNECTION <br /> <br />,EAl <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />po. BOX 4368, SOUTH DAYTONA. FL32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />-14 <br /> <br />@ COPYRIGHT 2000 <br />NO. '0" ''''0000" '" WH"" OR '" eA,. '''NOU. '"' ""'IT," """''''ON 0' """'"c, , "N",IT. " <br />