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• <br /> • SMITHBILT INDUSTRIES INC. <br /> PORTABLE BUILDING ANCHORS <br /> BUILDING ANCHOR SCHEDULE <br /> BUILDING SIZE NO. OF ANCH. © NO. OF ANCH. @ TOTAL ANCH. <br /> EA. END OF BLDG. EA. SIDE OF BLDG. PER BLDG. <br /> 8',10',12' &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 /> - <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 <br /> THE FLORIDA 2004 BUILDING CODE AND THE AMERICAN <br /> SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7 -02. <br /> WIND LOAD: 150 MPH <br /> BOLT THRU ANCH. & 2x6 <br /> SKID OR HEADER BEAM <br /> w / "0 x 4" LAG BOLT <br /> SKID (TYP.) w / "x2 "0 WASHER <br /> SIDE ANCH. <br /> DBL. WIDE <br /> - -- -- -- • -- ONLY <br /> • I , <br /> BAR <br /> .E -- ------- - - - - -- <br /> 1 <br /> l <br /> HELIX <br /> END ANCH. <br /> ANCHOR SPACING PLAN TYPICAL NCHOR <br /> 7/14/D7 <br /> SCALE NONE DATE LOCATION OF JOB McCARTHY ENGINEERING. INC. PORTABLE BUILDING ANCHORS <br /> DRAWN BY DU 1 30 05 ANYWHERE. FL _ 1 T STRUCTURAL CONSULTANTS LAKELAND. FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS <br /> CNECKEO BY W.MA 1 30 05 2225 EAST EDGEMOOD COW S A1E 4 - LAKamo. FL 33!0.1 <br /> CHECKED BY PROJECT NO. <br /> PHONE (NU) 667 - 069 • FAX (663) 667 - 1790 SMITHBILT INDUSTRIES, INC. <br /> =REIGATE OF AURIOWZAT9L Nn 6394 AUBURNOA4,E. FLORIDA <br /> WG. <br /> 05147 Mfoem J McCarty P.E. 24553 O NO A -1 'REV' 1 , <br />