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<br />l~'~"~ I"r" ~ <br /> <br />.. _"_u..',_,, __,.___...........".,""~~~...~",;.,:.,_.,','__, <br /> <br />~.~-.~.~,~~-.....,.;.'. <br /> <br />- . <br />","'. o.u "~ ............~ <br /> <br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />- --.. - - --- - - - - - -- -- <br /> <br />.1 <br />! <br /> <br />GJ <br />~ <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br /> <br />ANCHOR (SEE DETAIL FOR PAN <br />OR COMPOSITE PANEL) <br />FOR NUMBER OF BOLTS AND SIZE <br />OF POST (SEE TABLE 2,3) <br /> <br />BEAM AND POST SIZES (SEE TABLE <br />2,1,1, TABLE 2,1,2 AND I OR TABLE <br />2.2.1, TABLE 2.2,2) <br /> <br />COLUMN NOTCHED TO SUIT <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br />SCALE: 1/4" = 1" <br /> <br />---------------- <br /> <br />en <br />w <br />~ <br />~ <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />- <br /> <br />1 <br />, <br /> <br /> <br />SIDE <br />BEAM <br /> <br />@ <br />@ <br />@ <br />@ <br /> <br /> <br />ANCHOR PER DETAIL FOR PAN OR <br />COMPOSITE PANEL <br /> <br />FOR NUMBER OF BOLTS AND SIZE <br />OF POST (SEE TABLE 2,3) <br /> <br />1 3/4" x 1 314" x 0,063" RECEIVING <br />CHANNEL THRU BOLTED TO POST <br />WI THRU BOLTS FOR SIDE BEAM <br />(SEE TABLE 2,3 FOR NUMBER OF <br />BOLTS) <br /> <br />CENTER NOTCH POST TO BEAM CONNECTION <br /> <br />SCALE: 1/4" = 1" <br /> <br /> <br />BEAM AND POST SIZES (SEE TABLE <br />2,1,1, TABLE 2.1.2 AND I OR TABLE <br />2.2.1, TABLE 2,2,2) <br /> <br />COLUMN NOTCHED TO SUIT <br /> <br />Lawrence E. Bennett, P,E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />PO. BOX 4368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4n4 <br />FAX (904) 767~556 <br /> <br />e <br /> <br />SEAL <br />PAGE <br /> <br />64 <br /> <br />@ COPYRIGHT 1~ <br />NOT TO ll€ REPROOUC:EO IN WHOU OR.. HRf..non n. ~ IT I <br /> <br /> <br />II. .a -.n,PE <br />