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<br />f' SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />PAN OR COMPOSITE PANEL <br />(SEE TABLES SECTION 7) <br /> <br />SEE CONNECTION DETAILS <br />(SECTION 7) <br /> <br />FOURTH WALL FRAMING <br />WHERE REQUIRED <br /> <br />EXISTING HOST STRUCTURE <br /> <br />2 x 4 LUMBER #2 S.P.F. (MIN.) <br />OR 2" x 2" ALUMINUM MAY BE <br />SUBSTITUTED WITHOUT <br />HURRICANE CLIPS <br /> <br /> <br />\ <br /> <br />HURRICANE CLIPS FOR WOOD <br />(SEE PAGE 2-5) 2 x 4 TOP <br />PLATE @ ROOF (DOUBLE TOP <br />" PLATE IF LENGTH OVER 6') <br /> <br />'- <br /> <br />TOP PLATE P.T. OR WI VAPOR <br />BARRIER @ ALUMINUM ROOF <br /> <br />SHEATHING: 7/16" O.S.B. OR <br />1/2" PLYWOOD WI STUDS 24" <br />O.C. OR STRUCTURAL GRADE <br />THERMAL PLY WI STUDS @ 16" <br />O.C. <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 DETAILS) <br /> <br />- <br /> <br />- <br /> <br />UTILITY SHED WALL SECTION <br />SCALE: 3/16" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER. DEVELOPMENT CONSUL TANT <br />P.O. BOX 4388, SOUTH DAYTONA. FL 32121 <br />TELEPHONE (388) 7B7~n4 <br />FAX (388) 7B7~ <br /> <br />SEAl. <br /> <br />PAGE <br /> <br />(C) COPYRIGHT 2001 <br />2-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, r.E. <br />