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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SEAL <br /> <br />PAGE <br /> <br />2-4 <br /> <br />SEE CONNECTION <br />DETAILS <br />(SECTION 7) <br />PAN OR COMPOSITE <br />PANEL <br />(SEE TABLES SECTION 7) <br /> <br />UJ <br />a:: <br />:) <br />~ <br />u <br />:) <br />a:: <br />~ <br />C/) <br />~ <br />C/) <br />o <br />J: <br />(!) <br />Z <br />~ <br />C/) <br />X <br />UJ <br /> <br /> <br />r <br /> <br />2 x 4 LUMBER #2 S.P.F, <br />(MIN,) OR <br />2" x 2" ALUMINUM MAY BE <br />SUBSTITUTED WITHOUT <br />HURRICANE CLIPS <br /> <br />FOURTH WALL FRAMING <br />WHERE REQUIRED <br /> <br />UTILITY SHED WALL SECTION <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 />HURRICANE CLIPS FOR <br />WOOD (SEE PAGE 2-5) <br />2 X 4 TOP PLATE @ ROOF <br />(DOUBLE TOP PLATE IF <br />LENGTH OVER 16' <br /> <br />TOP PLATE P.T, OR WI <br />VAPOR BARRIER @ <br />ALUMINUM ROOF <br /> <br />SHEATHING: 7/16" O,S.B. <br />OR 1/2" PLYWOOD WI <br />STUDS 24" O. C. OR <br />ST <br /> <br /> <br />2 x EATED <br />PLATE W/3/S" x 4-1/2" <br />CONCRETE ANCHORS @ <br />4'-0" O. C. (SEE SLAB <br />DETAILS) <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 />