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<br />.' <br /> <br />SMITHBIL T INDUSTRIES, <br /> <br />INC. <br /> <br />o ' <br /> <br />... ~ <br /> <br />PORTABLE BUILDING ANCHORS <br /> <br />I: :. <br /> <br /> BUILDING ANCHOR SCHEDULE <br /> NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. <br />BUILDING SIZE END OF BLDG. SIDE OF BLDG. PER BLDG. <br />8',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' LON( 8 - 8 <br /> 48' 8 2 (0 <br /> 5(J' 8 4- 12 <br /> <br />SIDING <br /> <br />BUILDING ANCHOR DA TA <br />MODEL BAR EYE HELIX UPLIFT CAPACITY <br />NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL <br />: J6SHE34 30' ~' 1~' 4' 2500 Ibs. <br />NOTE: <br />THESE ANCHORS MEa THE WIND REQUIREMENTS OF THE <br />1994 STANDARD BUILDING CODE AND THE AMERICAN <br />SOCIETY OF CIVIL ENGINEERS STANDARD CODE ANSVASCE -9J. <br /> <br />r'--'--' <br /> <br />- 2x4 WALL STUD <br /> <br />~ 3fiJ'flx4' LAG BOLT & LEAD <br />~ SHE/LD @ 6'-0' O.C. <br />.. <br />I>< - 2x6 P. T. PLA TE <br /> <br />.... '..., - '. .. J .. <br />." . .. ..... <br />., ~ .. \. ..... <br /> <br />, . ~.'.~' - . JI. ( <br /> <br />CONC. SLAB <br /> <br />TYP. CONN. TO CONC. BOLT THRU ANCH. &: 2x6 <br />~SKID (7YP.) SKID OR HEADER BEAM <br />. w/ %'[8 x 4' LAG BOLT <br />r SIDE ANCH. <br />D8L WIDE . .' <br />ONLY, ,,-- --------------,. BAR <br /> <br />~:~--- --- --- - - ------ ~: <br /> <br />I I <br /> <br /> <br />~L------.-------.--~ I dt:Z4.~ctJ;;: <br />ENI!_ANCH. ANCHOR SPACING PLAN L' -TYPICAL ANCHOR <br />- i/l 'f /'lG <br /> <br />· 0 <br /> <br />eo.- <br /> <br />$QU NONe <br />D....WN rr D.llf:. <br />Qt(CllQ rr "-,1.11. <br />OltClllD rr <br /> <br />DAn <br /> <br />LOCAllOH Of' JOII <br /> <br />Mv1 <br /> <br />~. 110OII., IffO AbOCIATU. ttc. <br />---.. -.- <br /> <br />1l1'1CAL. I'ORTA8I.E fllAl.DlNr; ANCHORS <br /> <br />.I <br /> <br />,1IO.Itt:T "0. <br /> <br />owe. ,.q <br /> <br />A-I <br /> <br />IRlVl II <br /> <br />I. <br />