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<br />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 />SEE PAGE 2-5 FOR DETAIL IF <br />TOP OF SlAB IS LESS THAN 6- <br />FROM GRADE <br /> <br /> <br />HURRICANE CLIPS FOR WOOD <br />(SEE PAGE 2-7) 2 x 4 TOP <br />PLATE @ ROOF (DOUBLE TOP <br />PLATE IF LENGTH OVER 6') <br /> <br />L TOP PLATE P.T. OR WI VAPOR <br />BARRIER @ ALUMINUM ROOF <br />" <br /> <br />SHEATHING: 7/16- a.S.B. OR <br />112- PLYWOOD WI STUDS 24- <br />a.c. OR STRUCTURAL GRADE <br />THERMAL PLY WI STUDS @ 16- <br />O.C. <br /> <br />UTILITY SHED WALL SECTION <br />SCAlE: 3/16- = 1'-0-' <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER - DEVELOPMEIofT CONSUL TANT <br />P.O. BOX 4368. SOllTli DAYTONA. FL 32121 <br />TELEPHONE (386) 767-4n4 <br />FAX (386) 767~5S6 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />2 x 4 PRESSURE TREATED <br />PLATE W/3IB- x 4-1/2- <br />CONCRETE ANCHORS @ <br />4'-0- O.C. (SEE SLAB DETAILS) <br /> <br />@ COPYRIGHT 2002 <br />2-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WlTHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br /> <br />. <br />