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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />PAN OR COMPOSITE PANEL <br />(SEE TABLES SECTION 7) <br /> <br />~ <br /> <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 />SEE PAGE 2-7 FOR DETAIL IF <br />TOP OF SLAB IS LESS THAN 6" <br />FROM GRADE <br /> <br />UTILITY SHED WALL SECTION <br />SCALE: 3/16" = 1'-0" <br /> <br />SECTION 2 <br /> <br />HURRICANE CLIPS FOR WOOD <br />(SEE PAGE 2-6) 2 x 4 TOP <br />PLATE @ ROOF (DOUBLE TOP <br />PLATE IF LENGTH OVER 12' OR <br />IF PLATE IS SPLICED) <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 W/3/S" x 4-1/2" <br />CONCRETE ANCHORS @ <br />4'-0" O.C. (SEE SLAB DETAILS) <br /> <br />ALUMINUM WALL FRAMING MAY BE USED IN LIEU OF WOOD FRAMING. SEE TABLES FOR MAXIMUM <br />STUD HEIGHTS. <br /> <br />~' ~ <br />REVIEW DATE;- <br />CITY OF ZEPHY IL Lt <br />BUILDING OFFICI A ,--~ <br /> <br />Lawrence E. Bennett, P.E. FL # 16644 <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O, BOX 214368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE: (386) 767-4n4 <br />FAX: (386) 767-6556 <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2004 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br /> <br />2-5 <br />