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<br />SMITHBIL T INDUSTRIES, INC. <br />PORTABLE BUILDING ANCHORS <br /> <br />BUILDING ANCHOR SCHEDULE <br /> <br />4 <br /> <br />2 <br /> <br />TOTAL ANCH. <br />PER BLDG. <br /> <br />4 <br /> <br />6 <br /> <br />8 <br /> <br />8 <br /> <br />10 <br /> <br />12 <br /> <br />BUILDING SIZE <br />8',10' &:14' WIDE TO 24' LONG <br />48' <br />50' <br />20',22'&:24' WIDE TO 24' LONG <br />48' <br />50' <br /> <br />NO. OF ANCH. @ NO. OF ANCH. @ <br />EA. END OF BLDG EA. SIDE OF BLDG <br /> <br />2 <br /> <br />2 1 <br /> <br />2 2 <br /> <br />4 <br /> <br />4 <br /> <br />BUILDING ANCHOR DATA <br />MODEL BAR EYE HELIX UPLIFT CAPACITY <br />NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL <br />36SHE34 30" 1/2" 1 1 /2" 4" 2500 Ibs. <br /> <br />HQIE;,. <br />THESE ANCHORS MEET THE WIND REQUIREMENTS Of" THE 1997 <br />STANDARD BUILDING CODE AND THE AMERICAN SOCIETY Of" <br />CIVIL ENGINEERS STANDARD CODE ANSl/ASCE-93. <br /> <br />BOL T THRU ANCH. &: 2x6 <br />~SKID (TYP.) SKID OR HEADER BEAM <br />wi 3/8"_ x 4" LAG BOLT -- 0 <br />rSIDE ANCH. <br /> <br />DBL. WIDE . . <br />ONLY .,-- --------------,. BAR.- <br /> <br />~:~ - - -- - -- - --- --- -- - ~: <br /> <br />I I <br />I I <br /> <br />~L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J. <br /> <br />. . <br /> <br />END ANCH. <br />ANCHOR SPACING PLAri <br /> <br />HELIX - <br /> <br /> <br />DAlI <br /> <br /> <br /> <br />-1'1 <br />tM.uJ BY W.J.U. <br />0CCIlIIl BY <br /> <br />.. .. YcCM1H\" BL-_ -G. lie. <br />I~ _____ ~_ <br /> <br />ImOl <br /> <br />1\-1 <br />