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<br />I I <br /> <br />I <br />/ <br />I <br /> <br />j <br />j <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I @ COPYRJGHT ZOo.e <br />I NOT TO oe~El'P.O!)UC::D :N \'.'r.CL:: O~ :N P::.RT WITHOUT T."" WRITTE.N PE:R.\A/SSiON OF LAWRENCE E. BENNETT. FE <br /> <br />{ <br />I <br />I <br />I <br /> <br />j <br />I SEenc <br />I <br /> <br />SCREENED ENCLOSURES <br /> <br />1/8" x 1-1/2" x 0" FLAT BAR <br /> <br />^ <br />~. <br />. "', <br /> <br /> <br />(5) #10 S.M,S. (MIN.) <br /> <br /> <br />'\ <br />e <br /> <br />= <br />';:;;; <br /> <br />a <br /> <br />e <br /> <br /> <br />O.12S" PLATE OUT ON <br />450 ANGLE <br /> <br />I. <br />i <br />I <br /> <br />~ <br /> <br />EYE-BOLT OR TURNBUCKLE ;=OR <br />CABLE TENSiON <br />STAJNLESS STEEL (SEE TABLE) <br /> <br />PERIMETER FRAMING <br />MEMBER <br /> <br />~u-o <br /> <br />TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 <br /> <br />:\ <br />-----, I . <br />~ <br /> <br />SCALE: 3" == 1'-0" <br /> <br />EITHER A OR B <br /> <br />& ALTERNATE: <br />USE (1) 1/4" x 1-1/4.. FE" <br />~ @ r WASHER EACH SIDE 0: <br />I @~FRAME MEMBER <br /> <br />, I/@ <br />I ' <br />I I <br /> <br />B ~WJ r MJN. (2) CLAMPS REOU <br />&) ~ I (TYP.) <br />&)@~ . <br /> <br />J ]1 \::: MIN. 1/4" EYE BCL T. WE <br />CLOSED (TYP.) <br /> <br /> <br /> <br />1" x 2" X 0.125" CUP AND (4) <br />#10 x 3!4R S.M.S. EACH srOE <br />FOR CABLES <br /> <br /> <br />ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A <br />SCALE: 3" = 1'-0" <br /> <br />I <br />I <br />i <br />I <br />I <br /> <br />I r B .. p"- r. -."" r.C' <br />_3WfeDce c. ennen,. .c. r L:;:; ! OS <br /> <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TAN; <br /> <br />P.o. SOX 21'::368. SOUTH O.:\YTOl\!A. i'L 32~2~ <br />T:=LEPHON",: (386) 767...::Tl~ <br />FA)(: (306) 767-6555 <br /> <br />J ?AGE <br /> <br />! <br />I <br /> <br />-1 t' <br />