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SMJJHBLLLINDUJRIES <br /> PORTABLE BUILDING ANCHORS <br /> BUILDING ANCHOR SCH:EDULE <br /> BUILDING SIZE NO. OF ANCH, © NO. OF ANCH, 0 TOTAL ANCH. <br /> EA. END OF BLDG. EA. SIDE OF BLDG. PER BLDG. <br /> 8',10',12' &14' WIDE TO 24' LONG 2 — <br /> 48' 4 <br /> 2 1 6 <br /> 50' 2 2 <br /> 20', 22'&24' WIDE TO 24' LONG 4 8 <br /> _ <br /> 48' 8 <br /> 4 1 10 <br /> 50' 4 <br /> 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" <br /> 2500 Ibs. <br /> NOTE: <br /> THESE ANCHORS MEET THE WIND REQUIREMENTS OF <br /> THE FLORIDA 2007 BUILDING CODE AND THE AMERICAN <br /> SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7 -05. <br /> WIND LOAD: 150 MPH <br /> BOLT THRU ANCH. & 2x6 <br /> SKID OR HEADER BEAM <br /> w /i "o x 4" LAG BOLT <br /> SKID (TYP.) w/ "x2 "0 WASHER <br /> SIDE ANCH. o <br /> DBL. WIDE <br /> ONLY • — -- — - — — <br /> 1 <br /> • I <br /> -- — -- — -- - - - - — -- — -- BAR <br /> • I <br /> 1 � <br /> • END ANCH. - - — - - — - - -- - -- - - - - - - ` _ HELIX <br /> WAS, - * ' / <br /> ANCHOR SPACING G PLAN TYPICA ANCH I'l <br /> icu <br /> SCALE NONE DATE LOCATION OF JOB ! /so <br /> DRAWN BY DM 5 23 08 ANYWHERE, FL M MCCARTHY EN GINEERING, C. PORTABLE BUILDING ANCHORS <br /> CHECKED BY WJM 5 23 08 STRUCTURAL CONSULTANTS LAKELANO, FLORIDA <br /> 2225 EAST EDCEWOOp DRIVE 5UI TE 4 - LAKELAN0 FL 33603 SINGLE AND DOUBLE WIDE BUILDINGS <br /> CHECKED BY PROJECT NO PHONE (663) 667 -1769 • FAX (663) 667 -1790 SMITHBILT INDUSTRIES INC. <br /> 08044 <br /> CERTIFICATE AUTHORIZATION OF AUTHORIZAT N. 6394 <br /> Morn J McCarthy P.E. 24553 AUBURN.gLE FLORIDA <br /> DWG NO Mlle <br />