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<br />SECTION 2 <br /> <br />w <br />~ <br />::::> <br />I- <br />u <br />::::> <br />~ <br />I- <br />en <br />I- <br />en <br />o <br />J: <br />C> <br />z <br />i= <br />en <br />X <br />w <br /> <br />SEAL <br /> <br />PAGE <br /> <br />A IT ACHED & FREE-STANDING COVERS AND UTILITY SHEDS <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 />- ....---6 <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 />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 />2 x 4 PRESSURE TREATED <br />PLATE W/3J8" x 4-1/2" <br />CONCRETE ANCHORS @ <br />4'-0" O. C. (SEE SLAB <br />DETAILS) <br /> <br />@ COPYRIGHT 2000 <br />2-4 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P,E, <br /> <br />UTILITY SHED WALL SECTION <br /> <br />Lawrence E. Bennett. P.E. <br />CML ENGINEER - DEVELOPMENT CONSULTANT <br />P.O. BOX 4368. SOUTH DAYTONA, Fl32121 <br />TElEPHONE (904) 787-4n4 <br />FAX (904) 767-6558 <br />