Laserfiche WebLink
<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />- - - - -I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ <br /> <br />U) <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, 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 />U) <br />w <br />c:: ROOF PANEL SEE SECTION 7 <br />~ <br /> <br />SIDE <br />BEAM <br /> <br />I@ <br />I@ <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 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 />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 />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br /> <br />64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE <br />