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<br />SECTION 4 <br /> <br />STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS <br /> <br />#8 X 1" WOOD SCREWS WITH <br />5/8" WASHERS (3) PER PANEL <br /> <br />2" x 4" TOP PLATE PRESSURE <br />TREATED PINE <br />SHEATHING: <br />1/2" PLYWOOD OR <br />STRUCTURAL <br />GRADE THERMAL PLY W/ <br />SIDING <br /> <br />1/4" x 3" BOLTS OR T-BOL TS <br />INTO CONCRETE SLAB @ 24" <br />O. C. W/ 1/8" x'1-1/2" WASHERS <br /> <br />6" x 6" - 10 x 10 WELDED WIRE <br />MESH <br /> <br />#50 BAR CONTINUOUS <br /> <br /> <br /> <br />~ .. ... <br />. ~ - -:- --." <br /> <br /><1' <br /> <br />~-~ <br /> <br /> <br />ALUMINUM COVER (SEE <br />CONNECTION TO HOST <br />STRUCTURE) <br /> <br />PLATES TOP AND BOlTOM <br /> <br />HURRICANE ANCHORS WITH <br />NUMBER OF NAILS PER <br />MANUFACTURES SPECS <br /> <br />2" X 4" STUDS <br /> <br />PRESSURE TREATED 2 x 4 <br />PLATE <br /> <br />-------'I< <br />3-1/2" <br />{ <br /> <br />FOOTING AS REQUIRED <br /> <br />UTILITY SHED TYPICAL WALL SECTION <br />SCALE: 1" = 1'-0" <br /> <br />~ <br /> <br /> <br />(2) INTERNAL L's OR <br />RECEIVING CHANNEL, <br /> <br />(2) 1/4" 0 BOLTS EACH ANGLE <br /> <br />(4) #10 x 1-1/2" S. M. S, EACH <br />ANGLE <br /> <br />1-1/2" x 3-1/2" SPACER BLOCKS <br /> <br />ALUMINUM BEAM FRAMING TO CORNER OF WOOD UTILITY SHED - PLAN VIEW <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGIN~ER. DEVELOPMENT 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 />100 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE <br />