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<br /> ....." ! <br /> SMITHBIL T INDUSTRIES, INC. I <br /> ... .. <br /> . ANCHORS , <br /> PORTABLE BUILDING <br /> BUILDING ANCHOR SCHEDULE <br /> NO. OF ANCH. ~ NO. OF ANCH. @ TOTAL A NCH. <br /> BUILDING SIZE END OF BLDG. SIDE OF BLDG. PER BLDG. <br /> B', 10'& 14' WIDE TO 24' LONG 4 - 4 <br /> 48' 4 2 6 <br /> 50' 4 4 8 <br /> 20',22'&24' WIDE TO 24' LONC .' <br /> 8 - 8 ! <br /> i <br /> 48' 8 2 10 \ ~ <br /> ; <br /> 50' 8 4 12 - <br /> BUILDING ANCHOR DA TA <br /> MODEL BAR EYE HEUX UPLIFT CAPACITY <br /> NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL <br /> , J5SHE34 30' !12' 1!12' 4' 2500 Ibs. <br /> NOTE:: <br /> SIDING THESE ANCHORS MEEI THE WIND REQUIREMENTS OF THE <br /> 1994 STANDARD BUILDING CODE AND THE AMERICAN <br /> SOCIETY OF CML ENGINEERS STANDARD CODE ANSI/ASCE -93. 1 i <br /> ~ t <br /> .. 2x4 WALL STUD <br /> ~ %'~x4' LAG BOLT & LEAD <br /> SHEILD @ 5'-0' O.C. , <br /> '" <br /> ::>< r · 2x6 P. T. PLA TE ! <br />. . '. . j "'). <br /> .. , .. - . : <br /> o 00" .'" -: f.~. ~. CONC. SLAB <br /> , . ~.". . ~ ( . <br /> - <br /> - <br /> ; <br />TYP. CONN. TO CONGo I <br /> BOLT THRU ANCH. & 2x6 ~ <br /> ~SKID (TYP.) SKID OR HEADER BEAM r <br /> w/ %'11 x 4' LAG BOLT .. 0 <br /> r SIDE ANCH. <br /> D~ ~E . . <br /> ONLY~ .1'-- ______u______" BAR . ~ ! : <br /> ~' , 1 <br /> I I <br /> :}-- - - -- ---- - - ---- -- -t: <br /> : : .~~ <br /> ~Cu-u-u-u---?ZL I if" ~ - =. <br />EN,?ANCH. ANCHO~ SPACIN~ PLAN" i - TY. ICAL ANCHOR <br /> - . ill'f ~G <br />scau NONe DAn: LOCAll0H 01' ~08 m>1CAL. flOIfTAJlLE fIlAUJINC ANCHOIfS I <br />0_ .,. 0.11<:. ~ -. _., _ .-..-ro. ...:. , <br />Ott:_ .,. W.J.JI. <br /> ~ -..... --..-. ~ <br />~.,. ,1tG.I€l:l" 110. <br /> IIWC. N<i A-I I~[VI ... <br /> <br />f <br />