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<br />I I <br /> <br />I <br />J <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />SCREENED ENCLOSURES <br /> <br />SECTiO: <br /> <br />~~_ ~,! r :~'1~4~'~X1~~::~~:::~:; <br /> <br />-~ ~ ) ANCHORS (M!1'l) <br /> <br /> <br />Ir~ <br />-~4'A <br /> <br />~ M1N.3-3/4" <br />- 00-. (4" NOMINAL) <br />SLAB <br />I <br /> <br />STAINLESS STEEL CABLE <br /> <br />CABLE CLAMP <br /> <br />(SEE TABLE) <br /> <br />NOTE: <br />SEE PAGE: 1--41 FOR NUMBER <br />OF CABLES REQUJRED <br /> <br />D1STANCE FROM EDGE ( <br />SLAB =: 5(0) OF SCREW <br /> <br />ALTERNATE CABLE CONNECTiON AT SLAB DETAIL - DETAJL 2B <br />SCALE: 3" = 1'-0" <br /> <br />I <br /> <br /> <br />! 5-1/2" (6" ~OMINAL) t <br />I SLAB (MIN.) <br /> <br />i ! <br />I I <br />I .I I <br /> <br /> <br />I . I <br />I <br /> <br />l <br />I <br />f <br /> <br /> <br />"-- "-- '- 5d (MIN.) <br />"-- <"",-, ' . <br />* '-.. ~ <br /> <br />~0 " <br />-;/ 'V I <br />u: '" ' <br />0' 11;,; ~ 5d (M!N.) <br />'0 <br />'J <br /> <br />\ <br /> <br />L <br /> <br />SELECT ANCHOR FROM' <br />9-1, MiN. SHEAR 60?;;. FO <br />3132" CABLE AND 594;1;: F'O <br />CABLE, FOR 3/32" CABLE <br />1/4" x 1-1/2" CONCRETE <br />ANCHOR (MIN.) @ 5d M]f-,'. <br /> <br />I <br />, <br />~ <br />r <br />I <br /> <br />2500 P.S.L CONCRETE <br />6 x 6 - 10 x 10 WELDED ''.,^!:~ <br />MESH OR FIBER MESH <br />CONCRETE <br /> <br />ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAll2C <br />SCALE: 3" = 1'-0" <br /> <br />I <br />I <br />I <br />i <br />I <br />I <br />I @ CO?YR1GHY 2004 <br />{ <br /> <br />Lawrence E Bennett, P_E. FL"# ! 56/.. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL Tf'.NT <br />P.O. 60X21~368, SOUTH OAYTONAJL 32~21 <br />TELEPHONE: (366) 767-477" <br />"AX: (386) 767-6556 <br /> <br />I <br />! <br /> <br />I p.o.G'" <br />! - <br />! 1 <br />I <br />I <br /> <br />r."? <br />-""-....." <br /> <br />NOT TO BE REPRODUCED IN ",VHCU=: 0::< :.; D.c.RT WITHOUT Tf-'''' WRITT"'N P"RJ S <br />. - - - M! SION OF LAWRENCE E. SEN!\!ETT, P."'. <br />