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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />---------------- <br /> <br />(/) <br />w <br />a::: <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, TABLE2,12AND/ORTABLE <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 />1 3/4" x 1 3/4" <br />CHANNEL THR <br />WI THRU BOLT <br />(SEE TABLE 2,3 <br /> <br /> <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />SIDE <br />BEAM <br /> <br />@ <br />@ <br />@ <br />@ <br /> <br /> <br />ANCHOR PER DETAIL FOR P OR <br />COMPOSITE PANEL <br /> <br />FOR NUMBER OF BOLT <br />OF POST (SEE TABLE 2, <br /> <br />,063" RECEIVING <br />OL TED TO POST <br />OR SIDE BEAM <br />NUMBER OF <br />BOLTS) <br />OTCH POST TO BEAM CONNECTIO <br />SCALE: 1/4" = 1" <br /> <br /> <br />BEAM AND POST SIZE <br />2,11, TABLE 2,1.2 AND <br />2.2,1, TABLE 2,2.2) <br /> <br />COLUMN NOTCHED 1: <br /> <br />SEAL <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />PO, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E <br />