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<br /> SMITHBIL T INDUSTRIES, INC. <br /> PORTABLE BUILDING ANCHORS <br /> BUILDING ANCHOR SCHEDULE <br /> NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. <br /> BUILDING SIZE EA. END OF BLDG. EA. SIDE OF BLDG PER BLDG. <br /> 8',10'&14' WIDE TO 24' LONG 2 - 4 <br /> 48' 2 1 6 <br /> 50' 2 2 8 <br /> 20',22'&24' WIDE TO 24' LONG 4 - 8 <br /> 48' 4 1 10 <br /> 50' 4 2 12 <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 /> NOTE: <br /> THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE 1997 <br /> STANDARD BUILDING CODE AND THE AMERICAN SOCIETY OF <br /> CIVIL ENGINEERS STANDARD CODE ANSIjASCE-93. <br /> BOL T THRU ANCH. & 2x6 <br /> /SKID (TYP.) SKID OR HEADER BEAM <br /> w/ 3/8"0 x 4" LAG BOLT --- 0 <br />g~ty WIDE J= . 00 rSIDE AN~H. _ 00," BAR .. <br /> ~' . <br /> I I <br /> }-- ---------- --------{ <br /> I I <br /> I I HELIX --- ((:: <br /> -./"L Hun ._u oo_.J" <br /> t <br /> . . <br />END ANCH. ANCHOR SPACING PLAN ~ALI ~NC~ <br /> . . I ~ <br /> 1&,;1'/91 <br />SCALE NONE DATE LOCAllON OF JOB TYPICAL PORTABLE BUILDING ANCHORS <br />DRAWN BY D.Mc. 6/9/97 ANYWHERF. FL M- McCARTHY ENQt.EBRl, INC. SMllHBILT INDUSlRlES INe. <br />CHECKED BY W.J.M. I R/A/A7 1061 LJ.s. HWY 97 IM'"~T <br /> SmuCTURAL alNSULTANTS LN<ElAND. FLORDA <br />CHECKED BY PROJECT NO. AUBURNDAl..E. FI ORlnA <br /> 97106 we. Nol A 1 ~EVJ n <br />