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SMITHBILT <br /> INDUSTRIES, INC. <br /> PORTABLE BUILDING ANCHORS <br /> BUILDING ANCHOR SCHEDULE , <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 <br /> 2 — <br /> 48' 4 <br /> 1 6 <br /> 50' 2 1.111112.111 . <br /> 20',22'&24' WIDE TO 24' LONG 4 8 <br /> 48' 8 <br /> 4 <br /> 50' 10 <br /> 4 2 <br /> 12 <br /> BUILDING ANCHOR DATA <br /> MODEL BAR EYE HELIX NUMBER LENGTH DIAMETER DIAMETER DIAMETER UPLIFT L NORMAL SOIL <br /> 36SHE34 30" 1/2" 1 1/2" 4 <br /> 2500 Ibs.. <br /> NOTE: <br /> THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE <br /> FLORIDA 2007 BUILDING CODE WITH 2009 SUPPLEMENTS AND <br /> , THE AMERICAN 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 /8"0 x 4" LAG BOLT <br /> SKID (TYP.) w / "x2 "0 WASHER <br /> SIDE ANCH. \ <br /> DBL. WIDE `� <br /> ONLY ___•._ — <br /> i I' <br /> I • <br /> • BAR <br /> • <br /> 1 <br /> END ANCH. - ;— — —_• ` '.-- HEL1`' . <br /> ANCHOR SPACING PLAN • • ` <br /> TYPICA ANCHO <br /> SCALE NONE DATE LOCATION OF JOB 4 ------ 720 SCA LE BY DM 3 25 09 M McCARTHY ENGINEERING, INC. <br /> CHECKED BY WJM STRUCTURAL CONSULTANTS LAKELAND FLORIDA . PORTABLE BUILDING ANCHORS <br /> 3 25 09 <br /> 2225 EAST EOCEWDOD DRIVE SUITE 4 _ SINGLE AND DOUBLE WIDE BUILDINGS <br /> CHECKED BY PROJECT N0. <br /> PHONE (863) 667 -1769 • FAX (863) 66 7-1790 � FL 33803 <br /> - CERTIFICATE Of AUTHORIZATION 2 553 No. 6391 SMITHBILT INDUSTRIES INC. <br /> 09029 Walkup UcCorlhy P,E. 24553 AUBURN A _ F ORIDA <br />