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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 /> 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 lbs. <br /> OTE: Z...- <br /> THESE ANCHORS MEET THE WIND REQUIREMENTS OF �� <br /> THE FLORIDA 2004 BUILDING CODE AND THE AMERICA <br /> ' OCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7 —' <br /> D LOAD: 150 MPH <br /> BOLT THRU ANCH. & 2x6 ))° <br /> SKID OR HEADER BEAM <br /> w /i o x 4" LAG BOLT Q <br /> SKID (TYP.) w/ x2' WASHER `_ <br /> SIDE ANCH. <br /> DBL. WIDE _ _ <br /> - - - - - -- -- = - - - -- <br /> ONLY .F \ 7. <br /> I <br /> BAR <br /> 1 I <br /> 1 1 <br /> 1- HELIX <br /> END ANCH. . , I�� 4 <br /> ANCHOR SPACING PLAN TYPICAL ANCHO <br /> ibbb <br /> SCALE NONE DATE LOCATION OF JOB A A McCARTHY ENGINEERING, INC. PORTABLE BUILDING ANCHORS <br /> DRAWN BY DM 11 /30 /05 ANYWHERE, FL 1 VI' STRUCTURAL CONSULTANTS LAKELAND, FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS <br /> CHECKED BY WJM 11/30/05 2225 EAST EDGEWODD DRIVE SUITE 4 - LAKELAND, Fl 33603 SMITHBILT INDUSTRIES, INC. <br /> CHECKED BY PROJECT NO. PHONE (663) 667 -1769 • FAX (663) 667 -1790 <br /> 05147 CERTIFICATE OF AUTHORIZATION No. 639 AUBURNDALE. FLORIDA <br /> William J McCarthy P.E. 24553 DWG. NO1 A -1 'REV.' 1 <br />