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<br />SECTION 2 <br /> <br />W <br />0::: <br />:J <br />~ <br />U <br />:J <br />0::: <br />~ <br />U) <br />~ <br />U) <br />o <br />:::c <br /><!) <br />z <br />i= <br />U) <br />X <br />w <br /> <br />SEAL <br /> <br />PAGE <br /> <br />2-4 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SEE CONNECTION <br />DETAILS <br />(SECTION 7) <br /> <br />PAN OR COMPOSITE <br />PANEL <br />(SEE TABLES SECTION 7) <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 />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 7674774 <br />FAX (904) 767~556 <br /> <br />HURRICANE CLIPS FOR <br />WOOD (SEE PAGE 2-5) <br />2 x4 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" 0, C. OR <br />STRUCTURAL GRADE <br /> <br />.I,~. u... ._. ...., ../ ~, v...,..,. <br />II J. "CT. <br /> <br />2 X 4 PRESSURE TREATED <br />PLATE WI 3/8" x 4-1/2" <br />CONCRETE ANCHORS @ <br />4'-0" 0, 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 />