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<br />SCREENED ENCLOSURES <br /> <br />SECTION 1 <br /> <br /> <br />~ <br /> <br />-" <br /> <br />(5) #10 S.M.S. (MIN.) <br /> <br /> <br />1/8" x 1-1/2" x 8" FLAT BAR <br /> <br />e <br /> <br />e <br /> <br />e <br /> <br />e <br /> <br />e <br /> <br />0.125"PLATE OUT ON <br />450 ANGLE <br /> <br />EYE-BOLT OR TURNBUCKLE FOR <br />CABLE TENSION <br />STAINLESS STEEL (SEE TABLE) <br /> <br />PERIMETER FRAMING <br />MEMBER <br /> <br />e <br /> <br />l>- <br /> <br />TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 <br />SCALE: 3" = 1'-0" <br /> <br />EITHER A OR B <br /> <br />1" x 2" x 0.125" CLIP AND (4) <br />#10 x 3/4" S.M.S. EACH SIDE <br />FOR CABLES <br /> <br /> <br />ALTERNATE: <br />USE (1) 1/4" x 1-1/4" FENDER <br />WASHER EACH SIDE OF <br />FRAME MEMBER <br /> <br />I <br />\=:: <br /> <br />MIN. (2) CLAMPS REQUIRED <br />(TYP.) <br /> <br />MIN. 1/4" EYE BOLT. WELD EYE <br />CLOSED (TYP.) <br /> <br />ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A <br />SCALE: 3" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. FL # 16644 <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 214368. SOUTH DAYTONA. FL 32121 <br />TELEPHONE: (386) 767-4774 <br />FAX: (386) 767-6556 <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2004 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E. <br /> <br />1-41 <br />