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i . . <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 /> - <br /> 20',22' &24' WIDE TO 24' LONG 4 - 8 <br /> 48' 4 1 10 <br /> 50' 4 2 12 <br /> L <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 lbs. <br /> NOTE: , n <br /> THESE ANCHORS MEET THE WIND REQUIREMENTS OF l <br /> THE FLORIDA 2004 BUILDING CODE AND THE AMERICAN \ j <br /> SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7 <br /> WIND LOAD: 150 MPH <br /> BOLT THRU ANCH. & 2x6 <br /> S <br /> cc\ <br /> KID OR HEADER BEAM <br /> w /8"0 x 4" LAG BOLT V <br /> SKID (TYP.) w/ "x2 "0 WASHER --.`_ <br /> S <br /> r <br /> IDE ANCH .—\\ . <br /> DBL. WIDE <br /> ONLY f-- - - - - -- - - -- - - - -• • BAR <br /> 1 1 <br /> 1 1 <br /> j L ____ HELI • END ANCH. - `� %�"+ o r <br /> ANCHOR N �� / <br /> OR SPACING PLAN TYPIC AN HO' <br /> 2 Y 08 <br /> SCALE NONE DATE LOCATION OF JOB /I McCARTHY ENGINEERING, INC. PORTABLE BUILDING ANCHORS <br /> DRAWN BY DM 11/30105 ANYWHERE, FL V4 STRUCTURAL CONSULTANTS LAKELAND, FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS <br /> CHECKED BY WJM 11/30/05 2225 EAST EDOEWOOD DRIVE SUITE 4 - LAKELAND, FL 33803 SMITHBILT INDUSTRIES, INC. <br /> CHECKED BY PROJECT NO. PHONE (863) 667 -1769 • FAX (863) 667 -1790 <br /> CERTIFICATE OF AUTHORIZATION Na 6394 AUBURNDALE, FLORIDA <br /> 05147 691Wm J McCarthy P.E. 24553 DWG. NOI A -1 IREV.I 1 <br />