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<br />SMITHBIL T INDUSTRIES, INC. <br />PORTABLE BUILDING ANCHORS <br /> <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 /> <br />MODEL <br />NUMBER <br />36SHE34 <br /> <br />BAR EYE HELIX <br />LENGTH DIAMETER DIAMETER DIAMETER <br />30" 1/2" 1 1 /2" 4" <br /> <br />UPLIFT CAPACITY <br />IN NORMAL SOIL <br /> <br />2500 Ibs. <br /> <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 /> <br />BOL T THRU ANCH. & 2x6 <br />SKID OR HEADER BEAM <br />w/~"~ x 4" LAG BOLT <br />SKID (TYP.) ~ w/~"x2"~ WASHER________ <br />-@ <br /> <br />g~ty WIDE SJ~~A~CH~ __ u~--_ul. <br />~:~ - - - - - - - - - - - - - - - - - ~: <br /> <br />.. <br /> <br />BAR <br /> <br />END <br /> <br />I I <br />I I <br /> <br /> <br />ANCH.-.I.L - - - - - -;- - - - - - --;- - - - - - J. <br />ANCHOR SPACING PLAN <br /> <br />a: --I ~ELlX <br />&//1:- . ",ifJ1; <br />TYPiCAL'ANCHOl <br />8/t.I"~ <br /> <br />SC...u: NONE <br />DRAWN BY DM <br />CHECKED BY W.J.M. <br />CHECKED BY <br /> <br />DATE <br />6/27/03 <br />6/27/03 <br /> <br />LDCA nON or JOB <br />ANYWHERE FL <br /> <br />M <br /> <br />McCARTHY ENGINEERING, INC. <br /> <br />STRUCTURAL CONSULTANTS LAKELAHD. nDRIDA <br />2225 EASI EOGEWllOD DRIK SUI[ 4 - lAIW.AND, fL JJIOJ <br />PH<H (II6J) 567-1761' FAX (ll6J) H7-17ID <br />CERIIflCA I[ (E AUIHORIZA OON No. 6J94 <br />Wilkom J lIcCa<lhy P.E. 2455J <br /> <br />PORTABLE BUILDING ANCHORS <br />SINGLE AND DOUBLE WIDE BUILDINGS <br />SMITHBIL T INDUSTRIES INC. <br />AUBURNDALE. fLORID A <br />OWG. NO' A 1 ~Ev.l n <br /> <br />PROJECT NO. <br />02030 <br />