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<br />......,' <br /> <br /> <br /> <br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />----------------- <br /> <br />. <br /> <br />CI) <br />w <br />~ <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />.. <br />j; <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 />(J) <br />w <br />0: <br />~ <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />e <br /> <br /> <br />--------- <br /> <br />SIDE <br />BEAM <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 />1 314" x 1 3/4" 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 />SEAL <br />PAGE <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) 767-4n4 <br />FAX (904) 767~556 <br /> <br />e <br /> <br />64 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPROOuceo IN WHOl.E OR IN ~ wmcJUT 'fIE..".. - 'I ....1. <br /> <br />cal. -..nT, P E <br /> <br />