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<br />PAGE <br /> <br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />w <br />0::: <br />::> <br />l- <br />t) <br />::> <br />0::: <br />l- <br />e/) <br />l- <br />e/) <br />o <br />:::c <br />C> <br />z <br />~ <br />e/) <br />x <br />w <br /> <br /> <br />DO NOT BLOCK <br />FIRE EXIT WINDOW <br /> <br />OVERHANG VARIES <br /> <br />II <br />II <br />II <br />II <br />R <br />II <br /> <br /> <br />2" x FRONT WALL BEAM <br />SELECT 'L' FROM TABLE 2.1.1 <br />ANDIOR TABLE 2.1.2 USE 'L' = <br />W/2 + O.H. <br /> <br />'W' <br /> <br />VARIES II <br />II <br /> <br />r~ <br />f3 II <br />~ 0:: II <br />~ II <br />~g <br /> <br />2" x 3" MIN. SEE TABLE 2.2.1 <br />AND I OR TABLE 2.2.2 <br /> <br />SINGLE CARPORT <br />SCALE: 1/4" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CML 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 />@ COPYRIGHT 1999 <br />54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />