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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />UJ <br />0:: <br />::> <br />t) <br />::> <br />0:: <br />I- <br />en <br />I- <br />en <br />o <br />::x: <br />(9 <br />z <br />i= <br />en <br />~ <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 /> <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) 767--4774 <br />FAX (904) 767~556 <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 />STRUCTURAL GRADE <br />THERMAL PLY WI STUDS <br />@ 16" O. C. <br /> <br />..J <br /> <br />2 x 4 PRESSURE TREATED <br />PLATE WI 3/8" x 4-1/2" <br />CONCRETE ANCHORS @ <br />4'_0" O. C. (SEE SLAB <br />DETAILS) <br /> <br />.J <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 />