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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 /> <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 />SHEATHING: 7116" O.S.B. OR <br />112" PLYWOOD WI STUDS 24" <br />O.C. OR STRUCTURAl GRADE <br />THERMAL PLY WI STUDS @ 16" <br />O.C. <br /> <br />UTILITY SHED WALL SECTION <br />SCAlE: 3116" = 1'-0'" <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER. DEVELOPMENT CONSUL rANT <br />P,O. BOX 4368. SOUlli DAYTONA, Fl32121 <br />TElEPHONE (386) 767-4n4 <br />FAX (386) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />2 X 4 PRESSURE TREATED <br />PLATE W/3IS" x 4-112" <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 WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P .E. <br />