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<br />SEctiON 4 <br /> <br />#8 x 1" WOOD SCREWS WI 5/8" <br />WASHERS '(3) PER PANEL <br /> <br />2" x 4" TOP PLATE PRESSURE <br />TREATED PINE <br />(PRESSURE TREATED LUMBER <br />OPTIONAL WITH COMPOSITE <br />PANEL) <br /> <br />DOUBLE TOP PLATE <br />REQUIRED FOR WALLS <br />EXCEEDING 16'-0" IN LENGTH <br /> <br />SHEATHING: <br />1/2" PLYWOOD OR <br />STRUCTURAL GRADE <br />THERMAL PLY WI SIDING <br />2" x 4" STUDS <br /> <br />1/4" x 3" BOLTS OR T-BOL TS <br />INTO CONCRETE SLAB @ 24" <br />O.C. WI 1/8" x 2" SQUARE <br />WASHERS <br /> <br />PRESSURE TREATED 2 x 4 <br />PLATE <br /> <br />STRUCTURES WITH WOOD & ALUMINUM <br />FRAMING COMPONENTS <br /> <br /> <br />~ <br />~ <br /> <br /> <br />I <br />MIN. 6" TO <br />GRADE <br />I <br /> <br /> <br />ALUMINUM COVER <br />(SEE 'SECTION 7 FOR <br />CONNECTION DETAILS) <br /> <br />HURRICANE ANCHORS WITH <br />NUMBER OF NAILS PER <br />MANUFACTURER'S SPECS <br /> <br />2 x 4 NAILER FOR WALLS <br />EXCEEDING 8'-0" IN HEIGHT <br />(UP TO 10'-0" TOTAL STUD <br />HEIGHT) <br /> <br />'4 <br /> <br />r <br />3-1/2" <br />{ <br /> <br />., , , <br />" ~ --=- -' --. <br /> <br />~~=t <br /> <br /># 5 eJ BAR CONTINUOUS <br /> <br />FOOTING AS REQUIRED <br />6" x 6" -10 x 10 WELDED WIRE <br />OR FIBER MESH <br />TYPICAL UTILITY SHED WALL SECTION <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - bEVELOPMENT CONSUL TANT <br />P.O, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767--4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />4-12 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />