Laserfiche WebLink
<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />FOR NUMBER OF BOLTS <br />AND SIZE OF POST (SEE <br />TABLE 2,3) <br /> <br />BEAM AND POST SIZES <br />(SEE TABLE 2,1,1, <br />TABLE 2.1.2 AND I OR <br />TABLE 2,2.1, TABLE 2,2,2) <br /> <br />~ <br />; <br /> <br />-=r=- <br />I <br />I <br />I <br />I <br /> <br />1 3/4" x 1 3/4" x 0.063" <br />RECEIVING CHANNEL <br />THRU BOLTED TO POST WI <br />THRU BOLTS FOR SIDE <br />BEAM (SEE TABLE 2,3 FOR <br />NUMBER OF BOLTS) <br /> <br />--,,--- <br /> <br />..] <br /> <br />~ <br /> <br />(/) <br />w <br />0::: <br /><( <br />> <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />'-:'" <br /> <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br /> <br />/ <br />/ <br /> <br />! <br /> <br /> <br />CENTER NOTCH POST TO BEAM CONNECTION <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 />ANCHOR (SEE DETAil FOR <br />PAN OR COMPOSITE <br />PANEL) <br /> <br />COLUMN NOTCHED TO <br />SUIT <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 />'- <br /> <br />2-14 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P.E. <br />